CORE
🇺🇦
make metadata, not war
Services
Services overview
Explore all CORE services
Access to raw data
API
Dataset
FastSync
Content discovery
Recommender
Discovery
OAI identifiers
OAI Resolver
Managing content
Dashboard
Bespoke contracts
Consultancy services
Support us
Support us
Membership
Sponsorship
Community governance
Advisory Board
Board of supporters
Research network
About
About us
Our mission
Team
Blog
FAQs
Contact us
上海地面沉降计算
Authors
钱寿易
顾小芸
Publication date
1 January 1981
Publisher
Abstract
上海地面沉降是通过一维基本固结方程和拉普拉斯变换进行计算的。它基于下列论断:①经典固结理论的有效性;②叠加原理在含水层边界水位条件分析中的适用性;③周期荷载下,土的双线性模型的可取性。本文分析指出,地面沉降现象可用地下抽水作用引起土层内应力重分布和由此导致的变形作合理的解释。将1965~1978年间的超静水压力和变形计算值同实测值作了比较,结果令人满意。此分析也为把地下水回灌作为控制沉降的一个有效措施提供了有力的理论依据
Similar works
Full text
Available Versions
Institute Of Mechanics,Chinese Academy of Sciences
See this paper in CORE
Go to the repository landing page
Download from data provider
oai:dspace.imech.ac.cn:311007/...
Last time updated on 12/02/2018