Results 1 to 10 of about 145,580 (210)

Analytical solution of soil deformation caused by vertical pipe jacking construction considering grouting pressure [PDF]

open access: yesScientific Reports
As an emerging shaft construction technique, vertical pipe jacking significantly influences the surrounding soil deformation. Based on Mindlin’s solution and the analogous stochastic medium theory method, this study integrates analytical solutions for ...
Yanchen Zhou   +5 more
doaj   +2 more sources

Soil behavior of shallow homogenous upper layer soil

open access: yesJournal of Applied Science and Engineering, 2021
This study aims to examine the compaction nature of shallow homogeneous soil based on the results from confined and unconfined compression tests. A plate sinkage test is employed for the experiments. A big soil bin of diameter was used for the unconfined
Nihal D. Salman   +2 more
doaj   +1 more source

Damage assessment of water supply networks due to seismic events using vulnerability functions

open access: yesGrađevinar, 2021
The paper presents commonly used methodology for assessing damage of water supply networks after a seismic event. The methodology relies on deriving and applying so-called vulnerability function.
Ivan Halkijević   +3 more
doaj   +1 more source

Numerical simulation of the wave-driven solute transport in deformable seabed

open access: yesShui kexue jinzhan, 2021
The process of solute transport into marine sediments from overlying water can be accelerated by waves. However, the effect of wave-induced deformation of seabed on solute transport has been ignored in most investigations.
Xiaoli LIU, Mingzhu LIU
doaj   +1 more source

3D finite element analysis of tine cultivator and soil deformation

open access: yesResearch in Agricultural Engineering, 2023
For effective tillage, design and selection of tillage tool according to soil type and condition is very important. The present study is carried out for in-depth investigation of different types of shovels of tine cultivator and behavior of soil in ...
Muhammad Hashaam   +6 more
doaj   +1 more source

Numerical Analyses of Heavy Equipment Airdrop with Cushion Airbag Landing Process Impacting the Rigid and Soil Ground

open access: yesHangkong gongcheng jinzhan, 2022
The numerical results of heavy equipment airdrop based on rigid ground assumption cannot accurately simulate the landing attitude of airdrop,so it is necessary to study the cushioning performance of airdrop under soil ground.
LIAN Weixin   +4 more
doaj   +1 more source

Non-Contact Experiment Investigation of the Interaction between the Soil and Underground Granary Subjected to Water Buoyancy

open access: yesApplied Sciences, 2021
The buoyancy of underwater can cause the underground granary to overall float, or even overturn, and the interaction between the soil and underground granary is the key to its stability. This paper introduces a non-contact experiment system utilizing the
Zhijun Xu, Hanhua Yu
doaj   +1 more source

Land subsidence and its affecting factors in Cangzhou, North China Plain

open access: yesFrontiers in Environmental Science, 2022
Land subsidence is a typical geo-hazard in Cangzhou, North China Plain, having caused severe damages to transportation networks, public utilities, and other civil infrastructures.
Haipeng Guo   +13 more
doaj   +1 more source

Soil deformation and excess pore water pressure caused by excavation of twin-bored tunnels in soft soil

open access: yesYantu gongcheng xuebao, 2020
The theoretical solutions for the soil deformation and excess pore water pressure caused by excavation of twin-bored tunnels in saturated soft soil are given.
DING Zhi 1, 2, HONG Zhe-hao 1, FENG Cong-lie 1, WEI Xin-jiang 1, XU Tao 2, WANG Tao 3
doaj   +1 more source

A unified method of predicting soil deformations induced by various shaped-section tunnelling in clays

open access: yesFrontiers in Earth Science, 2023
A unified method of predicting soil deformations induced by general and special-section tunneling in clays is proposed. Assuming that the tunneling-induced ground loss can be divided into infinite ground loss elements, and the soil deformation induced by
Bin Zeng   +11 more
doaj   +1 more source

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