Effects of construction sequence and pace on the stability of high embankments founded on soft marine clay-Reference-Cited by-同舟云学术

Effects of construction sequence and pace on the stability of high embankments founded on soft marine clay

Published:2021-09 Issue: Volume:30 Page:100635
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Badarinath Rakshith,El Naggar Hany

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference21 articles.

1. Three-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method;Jose Leitao Borges;Comput Geotech,2004

2. Engineering properties of Bangkok subsoils;Muktabhant,1967

3. “Strength and deformation behaviour of Bangkok clay;Moh,1969

4. Eide O. Geotechnical engineering problems with soft Bangkok clay on the Nakhon Sawan highway project. Pub. No 78. Norway: Norwegian Geotechnical Institute; 1968.

5. Exploration, sampling and in-situ testing of soft clay in the Bangkok area;Eide,1977

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study on the microstructure and strength characteristics of marine soft soil under wet-dry cycle condition;Alexandria Engineering Journal;2024-09

2. Layered construction process with the material point method;Computers and Geotechnics;2024-07

3. The Evaluation of Pipeline Protection Influenced by Causeway Embankment Using the Finite Element Method (FEM);Applied Sciences;2024-05-22

4. Centrifuge modeling of pile-supported embankment on soft soil base for highway widening;Soils and Foundations;2024-02

5. Numerical Modeling of Mumbai Marine Clay Improved with Prefabricated Vertical Drain;Lecture Notes in Civil Engineering;2024