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Foundation analysis and design

Joseph E. Bowles
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TLDR
In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.
Abstract: 
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08

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Hazard evaluation of progressive Pawari landslide zone, Satluj valley, Himachal Pradesh, India

Vipin Kumar, +4 more
- 07 May 2018 - 
TL;DR: In this article, a finite element method (FEM) and kinematic analysis are used for stability analyses, while high-resolution imagery, slope failure data and rain-gauge-based rainfall data are used to infer landslide activity.

Evaluation of bearing capacity of piles from cone penetration test data

Hani H. Titi, +1 more
TL;DR: In this paper, the authors evaluated the performance of eight cone penetration test (CPT) methods in predicting the ultimate load carrying capacity of square precast prestressed concrete (PPC) piles driven into Louisiana soils.
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Strength Behavior of Shanghai Clayey Soil Reinforced with Wheat Straw Fibers

Jili Qu, +1 more
- 01 Apr 2016 - 
TL;DR: In this paper, the results of an investigation into the effects of a natural fiber on the consolidation and shear strength behavior of Shanghai clayey soil reinforced with wheat straw fibers are presented.
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Compound Deep Soil Mixing Columns for Retaining Structures in Excavations

Yong Shao, +5 more
- 01 Nov 2005 - 
TL;DR: In this paper, the compressive strength of soil-cement mixtures and the bending moment capacity of concrete piles are developed to their full advantage in a hybrid soil-retaining system.
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Analysis of laterally loaded pile groups using a variational approach

W. Y. Shen, +1 more
- 01 Apr 2002 - 
TL;DR: In this paper, a variational approach for the analysis of laterally loaded pile groups is presented, where the displacements and reaction pressures of piles in a group are represented by finite series, and no discretisation of the pile shaft is required.