
0人評分過此書
Design and Analysis of Piled Raft Foundations:2017
- Preface
-
Design and Analysis
-
CHAPTER 1 PILED RAFT CONCEPT: A VIRTUOUS EXAMPLE TO GET MORE WITH LESS
-
CHAPTER 2 PRACTICES OF PILE FOUNDATION DESIGN IN JAPAN,AND DEMONSTRATIVE ANALYSES OF PILED RAFTS COMPARED WITH PILE GROUPS
-
CHAPTER 3 PROPOSED 3-D ANALYTICAL METHOD FOR PILED RAFT FOUNDATIONS
-
CHAPTER 4 SEISMIC RESPONSE OF COMBINED PILE-RAFT FOUNDATION - THE STATE OF THE ART REVIEW
-
CHAPTER 5 ANALYSIS OF A LATERALLY LOADED CAPPED BORED PILE GROUP USING 3D FINITE ELEMENT METHOD
-
CHAPTER 6 EXAMPLE OF SEISMIC DESIGN OF PILED RAFT FOUNDATION USING FINITE ELMENT METHOD AND SIMPLIFIED METHOD
-
CHAPTER 7 PILE BEHAVIOR IN LIQUEFIABLE SEABED SAND SUBJECTED TO LATERAL LOADING
-
CHAPTER 8 NUMERICAL EVALUATION OF SEISMIC PERFORMANCE OF PILED RAFT WITH GRID-FORM DMWS UNDER LARGE EARTHQUAKE LOADS
-
CHAPTER 9 NUMERICAL STUDY FOR AN OFFSHORE WIND TURBINE MODAL TEST USING EFFECTIVE STRESS ANALYSIS
-
CHAPTER 10 ANALYSIS OF AN IN-SITU PILE GROUP UNDER LATERAL LOADING
-
CHAPTER 11 PERFORMANCE BASED SEISMIC DESIGN OF PILED RAFT FOUNDATIONS – ALTERNATE APPROACHES USING APPROXIMATE COMPUTER BASED ANALYSES
-
-
Testing,Construction and Monitoring
-
CHAPTER 12 THE COMPLEXITY OF PILING TESTS IN PROBLEMATICAL SOIL GROUND OF KAZAKHSTAN
-
CHAPTER 13 BEARING CAPACITY AND DEFORMATION OF RAFT-PILE FOUNDATIONS WITH A JOINT NONLINEAR DEFORMATION OF PILES AND A GROUND UNDER CYCLIC LOADING
-
CHAPTER 14 EXPERIMENTAL AND NUMERICAL STUDY ON PERFORMANCE OF PILED RAFT MODELS
-
CHAPTER 15 LATERAL LOAD TEST ON MODEL MONOPILE AND ITS ANALYSIS
-
CHAPTER 16 SEISMIC BEHAVIOR OF PILED RAFT IN SOFT GROUND BASED ON FIELD MONITORING
-
CHAPTER 17 MONITORING OF LOAD DISTRIBUTION OF THE PILES AND THE RAFT OF A BUILDING FOUNDATION IN BANGKOK CLAY
-
CHAPTER 18 USE OF GRID SOIL MIXED WALLS FOR INCREASED LATERAL PILE RESISTANCE IN COAL ASH POND
-
-
Special Report
-
CHAPTER 19 RECENT TECHNOLOGY DEVELOPMENT TRENDS IN THE JAPANESE CONSTRUCTION INDUSTRY
-
- Acknowledgements
- 出版地 : 臺灣
- 語言 : 英文
- DOI : 10.978.9865608/736
評分與評論
請登入後再留言與評分