FIELD OBSERVATIONS OF SOIL SETTLEMENTS, DISPLACEMENTS, AND PORE PRESSURE IN DAMS

L. N. Rasskazov; E. Kh. Yadgorov; V. B. Nikolaev

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FIELD OBSERVATIONS OF SOIL SETTLEMENTS, DISPLACEMENTS, AND PORE PRESSURE IN DAMS

机译：野外土壤沉降，位移和孔隙压力的现场观察

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The authors have collected publications devoted to field observations of dams, and compared the results with field data of the Nurek HEPP in order to assess the quality of dam construction in comparison with other dams built in the USSR and abroad.

机译：作者收集了专门用于大坝实地观测的出版物，并将结果与Nurek HEPP的实地数据进行了比较，以便与苏联国内外建造的其他大坝相比，评估大坝的建造质量。

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来源
《Hydrotechnical Construction》 |2018年第6期|611-620|共10页
作者
L. N. Rasskazov; E. Kh. Yadgorov; V. B. Nikolaev;
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作者单位

Moscow State University of Civil Engineering;

Moscow State University of Civil Engineering;

JSC Atoménergoproekt;

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原文格式 PDF
正文语种 eng
中图分类
关键词
subsidence; displacements; pore-water pressure; construction subsidence; operational subsidence; stone-fill dam;

机译：沉降;位移;孔隙水压力;施工沉降;作业沉降;填石坝;

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专利

1. FIELD OBSERVATIONS OF THE SETTLEMENTS AND DISPLACEMENTS OF THE NUREK DAM [J] . L. N. Rasskazov, E. Kh. Yadgorov Power technology and engineering . 2017,第2期

机译：努尔克坝的沉降和位移的现场观察
2. Seismic Rotational Displacements of Gravity Quay Walls Considering Excess Pore Pressure in Backfill Soils [J] . Han Shi, Gong Jinxin, Zhang Yanqing Journal of Earthquake Engineering . 2017,第5a6期

机译：考虑回填土中孔隙压力过大的重力码头墙的地震旋转位移
3. Field evidence of pore pressure diffusion in clayey soils prone to landsliding [J] . Matteo Berti, Alessandro Simoni Journal of geophysical research. Earth Surface: JGR . 2010,第F3期

机译：易于滑坡的黏土中孔隙压力扩散的现场证据
4. A Full Scale Field Study: Evaluation of the Magnitude and Time Extent of Excess Pore Water Pressure During the Installation of Auger Pressure Grouted Displacement Piles in Downtown Orlando [C] . Amr Sallam, Mohamed Alrowaimi International congress and exhibition on sustainable civil infrastructures . 2018

机译：全面的现场研究：在奥兰多市区安装螺旋压力灌浆置换桩过程中对超孔隙水压力的大小和时间范围的评估
5. THE RESPONSE OF A PILE-SOIL SYSTEM IN A COHESIVE SOIL AS A FUNCTION OF THE EXCESS PORE WATER PRESSURE AND THE ENGINEERING PROPERTIES OF THE SOIL [D] . AIRHART, TOM PATTERSON. 1967

机译：粘性土壤中桩土体系的响应作为过度孔隙水压力和土壤工程性能的函数
6. Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor [O] . Yonghong Wang, Xueying Liu, Mingyi Zhang, 2020

机译：基于硅压阻传感器的PHC管桩穿透引起桩-土界面超孔隙水压力的现场测试
7. Comparative Analysis of Settlement and Pore Water Pressure of Road Embankment on Yan soft soil Treated with PVDs [O] . Rufaizal Che Mamat, Anuar Kasa, Siti Fatin Mohd Razali 2019

机译：用PVDS处理燕软土路堤沉降与孔隙水压的比较分析

FIELD OBSERVATIONS OF SOIL SETTLEMENTS, DISPLACEMENTS, AND PORE PRESSURE IN DAMS

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