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SETAF Material Soil Profile Foundations Excavation Support Structures Slope Stability Laboratuvar Deneyleri Analayses Project Drawings Report Database Graphics Tools SETAF2018 VER 3 Material Material Material identification (with physical and mechanical properties), ​ Finding material physical and mechanical properties through correlations, ​ Physical properties such as natural unit volume weight ρn, natural water content wn and void ratio e according to grain unit volume weight ρs, porosity n, degree of saturation Sr, saturated unit volume weight ρd, dry unit volume weight ρk, submerged unit volume weight ρb calculation, ​ Calculation of mechanical properties using physical properties and effective stress with many correlations in the literature Physical and mechanical properties are entered. Soil properties can be filtered according to the analysis to be performed. By making correlations with physical properties and SPTN values, shear resistance, consolidation, earth pressure coefficient at rest, and soil stiffness parameters can be determined. Column material properties are defined for mixtures to be made by deep mixing and jet injection. In deep mixing, mixture design can be done using the method in FHWA. The unit volume weight of the mixture and the amount of slurry to be used are calculated. Deep mixing column properties can be calculated by correlation in FHWA. Correlations exist for jet injection column properties. Soil Profile Borehole identification, ​ Defining SPT and MPT profiles in drilling wells, ​ Idealized soil profile definition, Soil profiles are created by defining ground layers and YASS. SPTN and Pressiometer values can be defined to profiles. Foundations More than one basis can be entered into the model, ​ Defining detailed load and geometry information for foundations, ​ Defining deep foundations (pile foundation), ​ Defining circle and polygon foundations in models, Shallow, pile and micropile foundations can be defined as rectangular and polygonal geometries. Rigid columns can be created for ground improvement under the foundation. Rigid columns DSM, Jet injection and stone column can be selected. Loads are defined as vertical, horizontal load, moments and distributed load on the shallow foundation or pile group cap. In polygonal geometry pile caps and shallow foundations, the automatic pile group is created according to the selected spacing. Piles or rigid columns can be assigned to any desired point of the foundation. Flat foundations can be defined. Gaps can be opened in rectangular, polygonal or circular foundations. Excavation Support Structures Modeling, drawings, survey and quantity surveying of Bored Piled, Sprayed Concrete, Anchored, Soil Nailed, Steel Profile Supported Retaining Walls ​ Creating gradual walls according to the terrain on leveled lands. ​ Architectural elevations in the model can be converted to land elevations by determining the equivalent of zero elevation. Conversion from land elevations to architectural elevations. The cross-sections and appearances of anchored, ground nailed, steel pipe supported piled and reinforced concrete shear walls are determined and three-dimensional modeled. By entering the number of steps, an automatic wall is created according to the slope of the land. Anchor plates can be defined as angled or straight. The connection can be designed with the steel pipe support-concrete connection macro. Reinforced concrete curtain can be shotcrete, diaphragm wall and well type. Slope Stability * Stability analysis of slopes and slopes with different geometries is carried out using limit equilibrium methods. The stability of slopes and slopes is calculated by limit equilibrium analysis. The safety number of slopes and slopes is calculated using Oms-Fellenius and Bishop slice methods. Ground layers are defined in the desired geometry. Soil layers are included in the analyzes with effective or total stresses. The effect of wire rope anchors and ground nails is included in the analysis. Laboratuvar Deneyleri Programda birçok geoteknik laboratuvar deneyinin hesapları yapılır. Gerekli eğriler ve grafikler çizilir. Deney sonucu gerekli mühendislik özellikleri ve parametreler elde edilir. Tüm hesapların, grafiklerin ve parametrelerin gösterildiği laboratuvar deney föyleri oluşturulur. Konsolidasyon Deney Verisinin Girilmesi Sıkışma miktarı Sıkışma hızı Ayarlar: Yük setleri, zaman setleri, standartlar Analyses Drawing effective stress, hydrostatic pore water pressure, total stress, horizontal effective stress and horizontal total stress diagrams for defined boreholes and idealized ground profiles, ​ Capillarity and artesian pressure properties in the layers can be taken into account when drawing natural stress diagrams, ​ Numerical integration of Boussinesq equations, ​ ​ Load transfer in pile foundations using Mindlin-Geddes equations, ​ Assuming the articulated connection of rigid foundations and piles, the moments acting on the pile cap are taken into account. distributing the load on the piles by taking ​ Analysis of interactive sudden and consolidation settlements of shallow and pile foundations for the specified target point on the surface, ​ Ability to define sublayers in desired number and spacing in soil profiles for sudden and consolidation settlements, ​ Defining more than one target point to calculate settlement, ​ After the analysis, the calculated effective stress of the lower layers is, Creating tables showing stress increase, compression and mechanical properties, ​ Defining consolidation features in soil layers for consolidation settlements, ​ Defining drained and undrained features in ground layers for sudden settlements, ​ Calculating the superficial foundation bearing capacity of the foundations defined in the models using total stress and effective stress analysis, ​ In carrying capacity calculations, Terzaghi, Meyerhof, Using vesic methods, ​ Drawing the settlement-time graph of the point where the consolidation settlement is calculated, ​ Making Terzaghi Correction According to Construction Duration in the Consolidation Settlement-Time chart ​ Calculation of stress increases of Circle and Polygon Foundations by numerical integration, Calculation of settlements, ​ Calculation of liquefaction in TBDY2018. The change of stress and safety numbers with depth shown on the chart. Calculation of liquefaction in concrete, reinforced concrete and soils improved with micro piles or rigid columns such as deep mixing, jet injection, stone columns. ​ Calculation of vertical and horizontal bearing coefficients for shallow and deep foundations ​ Ground improvement design with Jet Injection method. Bearing capacity and settlements in jet injection system. ​ Ground improvement design with Deep Mixing method. Determination of bearing capacity and settlements ​ ​ Analyzes of reinforced concrete piles and shear walls are carried out. With the analysis results, all designs are carried out with wall displacement control, injection-ground in anchors, tendon-injection, rupture, internal stability controls, structural reinforced concrete calculations in the wall and total collapse control. Wall sections on all shoring facades can be analyzed and recorded. ​ The program determines the pressures acting on the wall using the dependent pressures method. The load applied to the structure is derived from its deformation, allowing us to realistically model its behavior and enabling cost-effective designs. The analysis accurately takes into account the gradual construction of the wall, including the gradual development of deformations and subsequent tensioning of the anchors. The basic assumption of the method is that the soil or rock around the wall ideally behaves like an elasto-plastic Winkler material. This material is determined by the soil horizontal bed number kh and additional limiting deformations that characterize the deformation in the elastic region. Once these deformations are overcome, the material behaves ideally like plastic. ​ A numerical analysis model is created at all construction stages. Iteration is performed to determine the pressures acting on the wall. All steps are solved by the Matrix-Displacement method. ​ Construction stages suitable for manufacturing are defined. There is an auto-creation option to create all construction phases at once. ​ Different terrain types can be used behind the wall. ​ Four different surcharge loads can be defined behind the wall: point, linear, strip and area types. Loads can be changed and added more than once during all construction stages. ​ Y.A.S.S can be changed for all construction stages. ​ The static equivalent earthquake load acting on the wall is determined by multiplying the weight of a specific ground wedge behind the wall with the horizontal seismic acceleration coefficient. The dependent pressure method is valid for earth pressures. There are two types of earthquake analysis in the program. Analyzes are made with theories that determine earth pressures in earthquake situations or by loading the static equivalent earthquake load on the wall. The Mononobe-Okabe method is used to determine earth pressures in earthquake situations. ​ Wall displacements, anchors, nails, support forces, wall normal force, moment and shear force diagrams are obtained and reported for all construction stages. ​ The program makes all SLS and ULS designs according to the factors, reduction coefficients and displacement limits in the regulations. ​ SLS Design ​ Displacement control at all construction stages of the wall is carried out and reported according to the regulation limit values. ​ ULS Designs ​ Injection body-soil interface failure control in anchors and soil nails. ​ Tendon rupture control in steel cable anchors and soil nails. ​ Tendon-injection body interface failure control in steel rope anchors. ​ In steel pipe supports, the design is made under the influence of normal force + bending moment and shear force ("Regulation on Design, Calculation and Construction Principles of Steel Structures"). ​ Reinforced concrete design (TS500) and longitudinal reinforcement adequacy control in pile walls under normal force + bending effect. ​ Reinforced concrete design under the influence of shear force in pile walls (TS500) and shear reinforcement adequacy control. ​ Reinforced concrete calculations for all curtain levels of different thicknesses in shear walls. Flexural and shear reinforcement adequacy checks. ​ Reporting of analyzes and designs at all construction stages. ​ ​ The stability of slopes and slopes is calculated by limit equilibrium analysis. The safety number of slopes and slopes is calculated using Oms-Fellenius and Bishop slice methods. Ground layers are defined in the desired geometry. Soil layers are included in the analyzes with effective or total stresses. The effect of wire rope anchors and ground nails is included in the analyses. Y.A.S.S can be defined in different geometries. Four different types of surcharge loads can be defined more than once: point, linear, strip and area. Analyzes are reported. Multiple models can be created in one file. Circular and polygonal slip surfaces can be defined in slope and slope analyses. Optimization is made by multiplying different surfaces from the entered sliding surface. A sliding surface that gives the minimum safety number is obtained. Optimization can be followed as an animation during analysis. External stability analysis is performed by converting the model in the Shoring Analysis Module into a slope model. In slope and slope models, retaining walls with user-defined materials are included in the analysis. ​ Different terrain types can be used behind the wall. Four different surcharge loads can be defined behind the wall: point, linear, strip and area types. Loads can be changed and added more than once during all construction stages. Y.A.S.S can be changed for all construction stages. Displacement control at all construction stages of the wall is carried out and reported according to the regulation limit values. External stability analysis is performed by converting the model in the Shoring Analysis Module into a slope model. The stability of slopes and slopes is calculated by limit equilibrium analysis. The safety number of slopes and slopes is calculated using Oms-Fellenius and Bishop slice methods. Ground layers are defined in the desired geometry. Soil layers are included in the analyzes with effective or total stresses. The effect of wire rope anchors and ground nails is included in the analysis. Project Drawings Determination of Minimum Reinforcement of Reinforced Concrete Pile Group. Quantity calculation and drawing sheets are created by changing the reinforcement and diameter of the desired pile. Exporting the drawings to Autocad by converting them to ".dwg". Exporting quantity tables to Excel. Project drawings and measurements of the modeled deep foundations and bearing walls are created. Perspective, plan, view and section, reinforced concrete pile and reinforced concrete beam sheets are created. All drawings can be made as dwg. Report There are three different report types in SETAF: "general reports" in which data, tables, numerical and finite element analysis results are reported, "local reports" in which calculations whose formulation can be shown in detail are reported, and "geotechnical reports" created with the reporting tool with pictures and tables in the program. . ​ Reporting of data and analysis tables in the program (general reports) , ​ Optional report design in reporting ​ Making pdf of Data and Analysis reports İndirme Calculation reports of the analyzes performed are received. Many calculation formulations are given in the program and received as detailed local reports. Deep mixing mixture calculations, anchorage and steel pipe support design calculations are taken as local reports. You can review sample local reports on the page. ​ ​ ​ The user adds all tables and images produced in the software to a pool of images and tables within the Geotechnical Reporting tool. The desired subject headings are determined in the report. Text, tables and images are added under topic headings. The tool includes pre-prepared geotechnical report templates. A geotechnical report is quickly created by changing the contents of these templates. These reports can be .pdf, .doc etc. It can be exported to many formats such as. You can review sample geotechnical reports on the page. ​ Download Download Database All drilling information from the field, SPT, MPM profiles, laboratory test results are recorded by defining the material and soil profile. All data is taken as a table and transferred to Excel or reported. Creating a laboratory test result table, ​ Preparation of a table showing the physical and mechanical properties of layers for boreholes, ​ All tables prepared and obtained in the program can be transferred to Microsoft Excel, ​ Models and data can be saved in program-specific .STF extension files, Graphics Graphs showing the change of physical and mechanical properties of materials with depth. Saving these graphics as jpg, ​ SPT and MPT test results are presented as a table, ​ Graphs showing the change of SPT and MPT results with depth, calculation of N160 and net limit pressure PL* values Hydrostatic pore water pressure, total stress and effective stress diagrams in the defined soil profiles are drawn. Liquid limit, plastic limit, plasticity index, unit volume weights and changes in mechanical properties with depth are plotted graphically. Graphs of SPT and MPM profiles are drawn. N160 values are calculated and displayed in SPT charts. Net limit pressures are calculated and displayed in MPM charts. Tools There is a Unit Converter tool in the Tools menu that can convert 11 different types of units frequently used in geotechnical engineering. There are reinforcement calculators, unit converters, and tools that calculate stress increases for shallow and deep foundations. Soil Profile Foundations Excavation Support Structures Slope Stability Analayses Project Drawings Report Database Graphics Tools Laboratuvar Deneyleri

SETAF İksa Tasarım ve Uygulaması İksa Tasarım ve Uygulaması 1/1 Fully Compliant with the Eurocode and "Excavation Support Structures Design and Application Principles" Regulation Practical Solutions in Geotechnical Engineering Define soil properties. Create the geotechnical structures. Analyze, design, draw, and report. Settlement and bearing capacity analysis, drawings, and quantities of foundations with shallow, pile, micro-pile, deep mixing, jet injection, and stone columns. Modeling, analysis, design, drawings, and quantities of bored piled, anchored, soil nailed, and reinforced concrete excavation support structures. Performing limit equilibrium analysis of slopes to determine stability and potential failure surfaces. WHY US? Prevent design errors by modeling your multi-aspect shoring system, deep-superficial or soil-improved building foundations, and slope analyzes in 3 dimensions in the same environment. Explain your project better with your 3D model in presentations. Reduce your project drawings and quantity surveys, which can take days, to hours. Do not risk your projects in terms of implementation costs and security with simple calculations. Make calculations in accordance with the regulations in line with the principles of soil mechanics and geotechnical engineering with the powerful analysis infrastructure of our software. Shorten revision times in analysis, drawings and quantity surveys by making changes to the 3D model in your project renovations. Provide clear, detailed and visual analysis reports to administrations. Feel the strong technical support of the Setaf team always by your side. Use it at a more affordable price compared to equivalent programs where you can get similar results in analysis but do not provide many support such as drawing, quantity surveying, 3D model. Contact us OUR STORY Our team, which sets out to provide analysis, reporting, drawing and quantity surveying support in the field of geotechnical engineering, develops practical solutions for engineers by shortening project durations. As a leading provider of cutting-edge technologies and cutting-edge services, SETAF2018 offers scalable solutions to any company, large or small. Join our rapidly growing customer portfolio! Contact now for more information. WHAT ARE WE DOING? Advanced Solutions As a company, we offer comprehensive technological solutions that will enable leading companies and individuals in the industry to be even more successful. Our software has various features to realize your geotechnical projects. As SETAF2018, we continue to constantly improve our technology in order to encourage our users to do better. Keep following us to be informed about innovations and changes. Contact us now for free promotion. We analyze building foundations and retaining walls of different geometries with the numerical solutions we have developed. We provide analysis, reporting and drawing opportunities for engineers developing geotechnical projects. We offer rapid modeling, drawing, quantity surveying and surveying opportunities for application companies. ​ "Great results require great passions" heraclitus CONTACT US Zafer Mah. Dogan Arasli Boulevard. N-Cadde Business No:97-99 Floor:12 D:78 Esenyurt / Istanbul Tel: 0533 652 34 38 setaf2018@gmail.com Gönder Gönderdiğiniz için teşekkür ederiz!

ABOUT US A Leading Software Startup We are a group of young and talented entrepreneurs and engineers who produce groundbreaking ideas to build a better future. We are proud of the smart solutions and unique services we offer to companies regardless of their size. As SETAF, we believe that the right understanding and technology advantage will lead companies to a successful future. Contact us to speak with our sales representatives. SETAF2018 is a geotechnical engineering software. Its price is very affordable compared to other software that performs similar analyses. In addition to settlement and bearing capacity analyzes of building foundations, it records drilling and test results from the field and laboratory and presents them as detailed tables, graphs and reports. More than one material, soil profile, SPT profile, MPM profile, shallow and deep foundation can be defined in the program. Interactive settlement analyzes of all defined building foundations are performed. Three-dimensional modeling, analysis, project drawings of retaining walls with bored piles, reinforced concrete shear walls, anchors and soil nails and the measurements are carried out in a short time. SETAF2018 is compatible with the Turkish Earthquake Regulation that came into force in 2019. SETAF2018 continues to be developed.

FAQ What You Need to Know CAN I REQUEST PROMOTION? When your e-mail address is sent to us, the program theoretical document and other promotional information will be sent to you. ​ CAN I USE IT FOR TESTING PURPOSES? When you request a trial version, the program will be sent to you for 1 month without any restrictions. ​ LICENSE FEE? The program is licensed annually for users. Annual license fee is 3000TL including VAT. ​ UPDATES? All updates and version upgrades are free for users. ​ TECHNICAL SUPPORT? Technical support is provided during business days and working hours. Training is provided by meeting online. Projects determined by users can also be solved during training. Technical support is also provided via remote desktop connection. ​ PROGRAM REQUIREMENTS? Program requirements Windows10 operating system, 8GB RAM, minimum 1920x1080 screen resolution and It is license lock. ​ TECHNICAL QUESTIONS SETAF2018 eski versiyonda hazırlanmış bir projeyi yeni versiyonda nasıl açabiliriz?

CONTACT US Zafer Mah. Dogan Arasli Boulevard. N-Cadde Business No:97-99 Floor:12 D:78 Esenyurt / Istanbul Tel: 0533 652 34 38 setaf2018@gmail.com Gönder Gönderdiğiniz için teşekkür ederiz!

GEOTECHNICAL REPORTING TOOL IMPACT, SECTION AND JOINT DESIGN OF STEEL PIPE SUPPORTS OFFSETTING SHORTING WALLS BY MOVING OR COPYING RIBBON MENU AND NEWLY ADDED FEATURES STABILITY ANALYSIS OF SLOPE, SLOPE, RETAINING WALL AND EXCAVATION SUPPORT STRUCTURES. ANALYSIS AND DESIGN OF ANCHORED PILE EXCAVATION SUPPORT STRUCTURES MODELING, PROJECT DRAWINGS and QUANTITATIONS OF WELLS, DIAPHRAGM WALLS and SPRAYED CONCRETE TYPE SHEARINGS. GROUND IMPROVEMENT ANALYSIS AND DESIGN WITH DEEP MIXING AND JET INJECTION METHODS SHORTING MODELING, PROJECTS AND QUANTITIES SETAF2018 PILE FOUNDATION REINFORCED CONCRETE DRAWING AND QUOTATION MODEL INTRODUCTION SETAF2018 Geotechnical Analysis of Polygon Foundations Ground Liquefaction Assessment SETAF2018 NEWLY ADDED ANALYSIS AND FEATURES ​ SETAF2018 Detailed Explanation SETAF2018 Quick Start

SETAF2018 Document(Excavation Support Structures and Slope Stability Sections Added) SETAF2018_KURULUM_Ver3.4.61 64 bit_CL ***YENİ*** Release Notes Aktivasyon: Deneme Kullanımı: SETAF2018_KURULUM_Ver3.4.46 64 bit_DL Microsoft Visual C++ 2015 Redistributable Package x64 SETAF yazılımı ile oluşturulmuş örnek rapor ve çizimleri indirebilirsiniz Sample General Analysis and Calculation Reports Excavation Support Structure Analysis and Design Report Deep Foundation Calculation Report Yamaç/Şev Stabilite Analiz Raporu Konsolidasyon Deney Föyü Sample Local Calculation Reports Deep Mixing (DSM) Material Calculation Report Liquefaction Calculation Report Design Report of Anchored Systems Çelik Boru Destek Tasarım Raporu Sample Geotechnical Reports Geotechnical Report (Soil improvement with DSM) Geotechnical Report (Soil improvement with Jet Injection) Geotechnical Report (Shallow Foundation Settlement and Bearing Capacity) Geotechnical Report (Temporary Shoring) Geotechnical Report (Slope Stability) Sample Drawings Sample Models

SETAF2018 current annual license fee 3000TL INCLUDING VAT is. ​ License lock price is not included in the annual license fee. In addition to the annual license fee, a license lock fee of $38 (USD) including VAT is charged at the initial purchase stage. License lock is created and charged for a one-time fee on behalf of the person or institution mentioned in the contract. If the license period is extended, users who have a license lock will not be charged a lock fee again. ​ ​ For your questions, you can reach our sales representative at 0533 652 34 38. ​ ​ ​ Account Name: Akzel Mühendislik İnşaat San. and Tic. LLC Branch: 1105 - Koca Mustafa Pasha/ISTANBUL İŞBANKASI IBAN: TR45 0006 4000 0011 1050 7560 64 Yıllık lisans bedeli online ödemelerde KDV Dahil 6500 TL'dir. Online Sipariş Formu Sipariş ücreti sadece 6500 TL Ad Soyad E-posta Firma Adı Vergi Dairesi Vergi Numarası Fatura Adresi Ödemeye Geç Siparişiniz için Teşekkürler!

"Excavation Support Structures Design and Application Principles" Regulation Necessary Regulation Steps for Wall Analysis and Design * Defining the soil behavior for the limit state considered in the calculation model used. * Total or effective stress analysis according to drainage conditions * Analysis with numerical model. * Analysis with static-equivalent earthquake loading in temporary excavations exceeding 15m * Calculation of minimum socket length * Definition of construction stages * Wall lateral displacement control at all construction stages * Control of the amount of rotation in existing structures behind walls at all construction stages * Determination of anchor free length according to potential slip surface * Calculation of anchor bearing capacity in cohesive or non-cohesive soils * Ground/injection body interface peeling failure control in anchors for all construction phases * Tensile failure control of anchors/soil nails for all construction phases * Rope/injection body interface shear failure control for all construction phases * Anchor internal stability control at all construction stages * Wall reinforced concrete or steel structural section design * Structural section design in steel pipe supports * Wall total collapse control * Verification of sections with displacement measurements during application * Verification of sections with anchor test results

Başlangıç Fiziksel Özellikler Efektif Gerilme Zemine Gerilme Artışları Elastik Oturma Konsolidasyon Oturması Yüzeysel Temel Taşıma Gücü Derin Temel Taşıma Gücü DSM ile Zemin İyileştirme Jet Enjeksiyon ile Zemin İyileştirme Geotechnical Information and Sample Solutions Fiziksel Özellikler UNDER MAINTENANCE Efektif Gerilme Effective Stress Effective stress diagrams of soil profiles are drawn. Effective stresses are used in the bearing capacity of superficial and deep foundations, consolidation settlement calculations, and liquefaction analyses. With the effective stress diagrams drawn, the effective Stress values are taken from these diagrams. Manual Solution In the multilayered soil profile shown in Problem 2, there is artesian pressure in the last layer. With the solution, total stress, pore water pressure and effective stress diagrams were drawn. Solution with SETAF The soil profile was defined with SETAF and stress graphs were taken. Artesian pressure in the last layer is defined in the layer properties Definition of artesian pressure Manual Solution In the multi-layered soil profile shown in Problem 3, capillarity is taken into account in the MH layer when it is in YASS II position. Solution with SETAF In Problem 3, when YASS was in I position, total stress, pore water pressure and effective diagrams were taken with SETAF. In Problem 3, effective stress at point C in YASS I position In Problem 3, effective stress at point B in YASS I position In Problem 3, when YASS was in II position, total stress, pore water pressure and effective diagrams were taken with SETAF. Defining capillarity in the MH layer In Problem 3, effective stress at point C in YASS II position In Problem 3, effective stress at point C in YASS II position Zemine Gerilme Artışları UNDER MAINTENANCE Elastik Oturma Konsolidasyon Oturması Yüzeysel Temel Taşıma Gücü Derin Temel Taşıma Gücü DSM ile Zemin İyileştirme UNDER MAINTENANCE Jet Enjeksiyon ile Zemin İyileştirme