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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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PENGARUH KEPADATAN DAN KADAR AIR TERHADAP HAMBATAN PENETRASI SONDIR PADA TANAH PASIR (Studi kasus: Pasir Sungai Palu)

Benyamin Bontong
TL;DR: In this paper, the authors experimentally study the penetration resistance of sand for several water content (w)and dry density (d ) variation, and comparison with the same parameter of silt.

Numerical modeling of nailed soil walls in vertical excavation

Yung-Shan Hong, +2 more
TL;DR: In this paper, a numerical analysis method for investigating the behavior of a nailed soil wall during and after excavation is presented, which consists of a nonlinear constitutive model for the soil, and constitutive models for the nails and shotcrete.

TINJAUAN DAYA DUKUNG PONDASI TIANG PANCANG PADA TANAH BERLAPIS BERDASARKAN HASIL UJI PENETRASI STANDAR (SPT) (Studi Kasus Lokasi Pembangunan Jembatan Lahar Naha)

Roski R. I. Legrans, +1 more
TL;DR: In this paper, Naha dilakukan pengujian Penetrasi Standar (SPT) pada 3 titik ying akan diletakan pondasi jembatan.
Journal ArticleDOI

Correlation Between SPT and PMT for Sandy Silt: A Case Study from Kuala Lumpur, Malaysia

Mohd Faiz Mohammad Zaki, +3 more
- 01 Oct 2020 - 
TL;DR: In this article, a 3D model and statistical analysis were used to provide relevant justifications for the selection of this extrapolation method, considering that N60 was limited to 50 blows.
Book ChapterDOI

Mathematical Analysis of Vertical Vibration for Circular Rigid Foundation Resting on Soil Surface

Ahmed I. Mohammed, +2 more
TL;DR: In this article, an elastic half-space theory is used to compute the response of a circular foundation subjected to a vertical oscillation, and the effect of the dimension of rigid circular foundation and dimensionless frequency a0 on the maximum vertical displacement of the foundation under vertical dynamic load.