Geotechnical Eng. Software PEYSANJ Started at 1997 with Bearing Capacity Module Current version with more than 5 modules Database (Access / SQL Server)User.

Slides:

Advertisements

Similar presentations

1 MAJOR FINDINGS OF THE PROJECT AND THEIR POSSIBLE INCLUSION IN EUROPEAN STANDARD -Major findings -Major findings suitable for inclusion in European Standard.

Advertisements

Educational Resource Library

PILE FOUNDATION.

Geotechnical module capabilities

The standard penetration test (SPT) is an in-situ dynamic penetration test designed to provide information on the geotechnical.

SHALLOW FOUNDATION NAME: INDRAJIT MITRA

GLE/CEE 330: Soil Mechanics Infinite Slope Analysis

LRFD Design of Shallow Foundations

SOFT SOIL (PROBLEMS & STABILISATION METHOD) Session 2 - 7

INTRODUCTION Session 1 – 2

Session 25 – 26 DRILLED SHAFT And CAISSON FOUNDATION

GLE/CEE 330: Soil Mechanics Slope Stability Analysis: Method of Slices

Soil void ratioSoil densitySoil permeabilityGeological history of siteGround water levelNature of the.

Pressuremeters and other In Situ Testing Equipment

“LIQUEFACTION” Prepared By: Husni M. Awwad Talal Z. Zammar

Lecture 8 Elements of Soil Mechanics

AN-najah National University Faculty of Engineering Civil engineering Department Prepared by: Eng. Imad A. F. Jarara’h. Submitted.

The Islamic university - Gaza Faculty of Engineering Civil Engineering Department Principles of foundation Engineering Chapter 7 Lateral earth pressure.

Foundation Fundamentals GSD 6204 Building Technology Harvard Graduate School of Design.

SHALLOW FOUNDATIONS Spread footings Mat (Raft) foundations Square

Priyantha Jayawickrama, Ph.D. Associate Professor

Shallow Foundation Settlement

Bearing Capacity Theory

Soil Mechanics-II Lateral Earth Pressure

Subsurface Investigation Building structure system.

CM413 Soil Mechanics Course Lecturer: Prof.Dr. Hassan Abd Ellatif Course Assistant: Eng: Shimaa Shaaban.

SUBJECT NAME: FOUNDATION ENGINEERING SUBJECT CODE: CE 1306

A Study on Liquefaction Evaluation Using Shear Wave Velocity for Gravelly Sand Deposits Ping-Sien Lin, National Chung-Hsing University Fu-Sheng Chen, China.

§7 Stability of slopes Introduction Stability analysis of granular materials The method of slices Development for the analytical method.

Lateral Earth Pressure

Soil Mechanics-II STRESS DISTRIBUTION IN SOILS DUE TO SURFACE LOADS

SIVA 1 GEOTECHNICAL ENGINEERING - II Course Overview Dr. Nasrullah Abeer ground.

Seismic Analysis of Some Geotechnical Problems – Pseudo-dynamic Approach Seismic Analysis of Some Geotechnical Problems – Pseudo-dynamic Approach Dr. Priyanka.

1 Foundations and retaining walls.

Bearing Capacity from SPT and PLT

Session 9 – 10 MAT FOUNDATION

CE 482 Examples.

BEARING CAPACITY OF SOIL Session 3 – 4

PILE FOUNDATIONS UNIT IV.

SOIL MECHANICS AND FOUNDATION ENGINEERING-II (CE 311)

GLE/CEE 330: Soil Mechanics Bearing Capacity of Shallow Footings

LUKHDHIRJI ENGINEERING COLLEGE MORBI SUBJECT :- “BOX SHEAR TEST” 1.Mepani Kiran ( ) 2.Pavasiya Jaydeep ( ) 3.Pindoriya Jenti( )

Lecture 8 Elements of Soil Mechanics

GLE/CEE 330: Soil Mechanics Introduction to Foundation Engineering

Chapter 15 Soil-Bearing Capacity for Shallow Foundations

Pile Foundation Reason for Piles Types of Piles

Chapter 13 Lateral Earth Pressure – Curved Failure Surface

Soil mechanics and foundation engineering-III (CE-434)

GLE/CEE 330: Soil Mechanics Earth Retaining Structures

Direct Shear Test.

AN ACTIVE LEARNING ASSIGNMENT ON Guided By : Prof. B.M. PUROHIT 2015 SOIL MECHNICS( ) DEPARTMENT OF CIVIL ENGINEERING GOVERNMENT ENGINEERING COLLEGE,

Pressuremeters and other In Situ Testing Equipment

The Engineering of Foundations

TOPIC 3: DESIGN AND ANALYSIS OF SHALLOW FOUNDATION

FE: Geotechnical Engineering

SHALLOW FOUNDATIONS BY, Babariya Ashish Gondaliya Ronak Gondaliya akshay Javiya hardik

FOUNDATION ENGINEERING

Plate movement Earthquake = sudden release of energy in the Earth’s crust that creates seismic waves. They are measured by the Richter Scale,

RETAINING WALL.

BRIDGES MOST IMPORTANT GEOTECHNICAL EFFECT- LIQUEFACTION

Pertemuan 06 Daya Dukung Tanah

WHAT IS LIQUEFACTION.

Stone column YZ.

CHAPTER 4 SOIL STRESSES.

AIN NIHLA KAMARUDZAMAN Ext: 8968

Shear Strength of Soil.

Experiment # 7 Direct Shear ASTM D3080/98 Soil Mechanics Lab CE 350.

The University of Lahore Department of Civil Engineering

Bearing Capacity of Layered Soils.

Presentation transcript:

Geotechnical Eng. Software

PEYSANJ Started at 1997 with Bearing Capacity Module Current version with more than 5 modules Database (Access / SQL Server)User friendly design, easy to useSingle / Network installation

Shallow Footings Shear Failure Settlement Bearing Capacity Stress variation below footing Retaining Walls Lateral earth pressures coefficients Stress distribution behind wall Slope stability Limit equilibrium analysis based on Fang handbook’ table Plate Load Test Computing Ks30 Ks30 Correction Ks30 Conversion Pressure Meter Test Menard Modulus (Em) Limit Pressure (Pl) Considering calibration Liquefaction Based on SPT, BPT, Vs 6 Methods for CRR Considering MSF CRR, CSR, Safety factor calculation along depth Lateral displacement

Soil Shear Failure Hansen Effect of water level Settlement Goodier & Timoshenko Rigid (semi-infinite) Average (semi-infinite) Saturated/Un-saturated consolidation Stress below footing Westergard 2:1 slope Lateral Earth Press. Rankin (Static) Columb (Static) Mononobe-Okabe Liquefaction Lateral Disp. Method: Zhang & Robertson, 2004 CRR methods Japan’ highway code Kokusho 1983 Chinese code Seed 1983 Shibata 1981 Tokimatsu/Yushimi 1983 NCEER workshop 1996 Vancouver Task Force 2007 Supported tests: SPT BPT Shear Wave Velocity Pressure-meter ASTM D4719 Slope stability Limit equilibrium analysis Fang handbook

All settings for level of accuracy in bearing capacity analysis of multi- layer soils can be set by user

Correction factor for SPT during liquefaction analysis and list of pressure- meter tubes can be defined

Settlement and soil failure parameters

Q

Q