Results 11 to 20 of about 97,366 (264)

Experimental study on the nonlimit active earth pressure of finite soil in proximity engineering [PDF]

open access: yesScientific Reports
This study focuses on the active earth pressure distribution of finite soil masses in urban proximity engineering, with a specific emphasis on nonlimit conditions.
Zhenbo Zhang   +6 more
doaj   +2 more sources

Field Study on Earth Pressure of Finite Soil Considering Soil Displacement

open access: yesApplied Sciences, 2022
The classical earth pressure theory assumes a semi-infinite soil behind the wall, which is no longer applicable to the problem of earth pressure in the case of finite soil.
Haibo Hu   +5 more
doaj   +1 more source

Model tests on earth pressure and settlement of shield tunnel crossing adjacent underground retaining structures

open access: yesYantu gongcheng xuebao, 2020
To study the influences on the earth pressure and ground settlement when the shield tunnel passes through the adjacent underground retaining structures, a self-designed test device is developed, and 15 model tests are carried out taking into account the ...
RUI Rui 1, HE Qing 1, CHEN Cheng 1, ZHAI Yu-xin 1, 2
doaj   +1 more source

Thermodynamic Properties of MgAl2O4 Spinel at High Temperatures and High Pressures

open access: yesCrystals, 2023
Thermodynamic properties of MgAl2O4 spinel are significant in understanding the phase relations of the Earth’s crust and upper mantle, but available values from experimental measurements are limited at ambient pressure conditions to date.
Wuxueying Qiu   +3 more
doaj   +1 more source

Hydrogeochemical characteristics and evaluation of groundwater resources of Jilin Province, China

open access: yesFrontiers in Water, 2023
As one of China's nine border provinces, Jilin Province is an important window for China's “Belt and Road” to open up to the north, and an important channel for China's foreign trade and foreign exchanges.
Zhaojun Zeng   +16 more
doaj   +1 more source

Lateral earth pressure on rigid retaining walls with EPS deformable geofoam inclusions

open access: yesYantu gongcheng xuebao, 2019
The finite difference program, FLAC3D, is used to model the rigid retaining wall with EPS (expanded polystyrene) deformable geofoam inclusions, and the lateral earth pressure on the wall is obtained from numerical results. The at-rest state, active state
XIE Ming-xing , ZHENG Jun-jie , SHAO An-di , JING Dan
doaj   +1 more source

Deep carbon cycle constrained by carbonate solubility

open access: yesNature Communications, 2021
Carbonate mineral aqueous solubility decreases as carbonates become more Mg-rich during subduction. Coupled with regional variations in amounts of carbon and water subducted, this explains discrepancies in estimates of carbon recycling, suggesting that ...
Stefan Farsang   +8 more
doaj   +1 more source

A Bibliometric Analysis of Publications in Uremic Toxins From 1991 to 2024

open access: yesTherapeutic Apheresis and Dialysis, EarlyView.
ABSTRACT Background Uremic toxins are a growing area of research in nephrology, with significant implications in the progression and treatment of chronic kidney disease (CKD) and the management of end‐stage kidney disease (ESKD). This bibliometric analysis aims to evaluate the global research trends, key contributors, and the impact of publications in ...
Yuh‐Shan Ho   +7 more
wiley   +1 more source

Reactive formation of magnesiowüstite at the lunar core-mantle boundary

open access: yesNature Communications
Seismological and geodetic data indicate that the lunar core-mantle boundary (CMB) exhibits a well-defined low-velocity zone (LVZ) with a combination of anomalous seismic velocities and density that remain unexplained.
Qianzhi Xu   +12 more
doaj   +1 more source

Earth pressure and stability of deep arch tunnel with straight wall in cohesive strata

open access: yesYantu gongcheng xuebao, 2017
The limit analysis method is adopted to study deep arch tunnel with straight wall in cohesive strata based on the shear failure theory. Firstly, a theoretical model for ruptured zone in the deep arch tunnel is established based on loading tests. And then
CHENG Xiao-hu
doaj   +1 more source

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