نتایج جستجو برای: soil arching

تعداد نتایج: 181247  

2014
Li Li Jonathan D. Aubertin Jean-Sébastien Dubé

The field of infrastructure rehabilitation and development requires a better understanding of soil-structure interactions. The interaction behaviour between soil and structures has mostly been investigated through theoretical and/or numerical analysis. This paper presents a series of experiments performed on an intermediate-scale physical model made of an instrumented silo. In contrast to most ...

Journal: :Geotechnics 2022

Induced trench method is a well-known technique usually used to reduce the soil pressure applied on buried pipes. This involves use of lightweight compressible material above pipe increase positive arching, and thus, decrease pipe. However, little efforts have been given by previous studies check applicability using tire-derived aggregate (TDA) as light weight in induced method, where it not cl...

Journal: :Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 2019

Journal: :Asian journal of andrology 2006
Munekazu Naito Hayato Terayama Yoichi Nakamura Shogo Hayashi Takayoshi Miyaki Masahiro Itoh

AIM To report two cases of the left testicular artery arching over the left renal vein (LRV) before running downward to the testis. METHODS The subjects were obtained from two Japanese cadavers. During the student course of gross-anatomical dissection, the anatomical relationship between the testicular vessels and the renal vein was specifically observed. RESULTS The arching left testicular...

Hassan Zamanpour mehdi fuladipanah,

One of the main reason of earth-dam breaks is inner erosion which is caused by washing fine soil particles and finally lead to seepage inside the dam. Seepage will decrease effective tension in the earth-dam's core and arching phenomena is occurred. More settlement of core than to shell is the consequence of arching and occurrence of cracking. In this paper, GeoStudio software based on finite e...

A series of physical modeling tests were conducted by means of a beam type geotechnical centrifuge machine in order to investigate the drainage impact on the slope failure mechanism under centrifugal acceleration. Meanwhile, the phenomenon of stress redistribution in undercut slopes and the formation of arching effect were studied. For this purpose, a poorly graded sandy soil (Silica sand No. 6...

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