论文部分内容阅读
地基沉陷计算中,土的压缩模量 E_0是一个重要的指标,根据苏联“房屋和工业建筑物天然地基设计标准及技术规范”(НиТу—127—55)第41条及工业与民用建筑物地基勘测暂行规范”(Ту—107—53,建筑部)20项 B 的规定:压缩模量 E_0须作土的静力载荷试验求得,仅对土的压缩性能进行定性评价时,才用厚状土室内试验资料来计算,本文就想根据:工业与民用建筑物地基勘测暂行规范”(Ту—107—53,建筑部)82项规定的公式,为计算方便起见,阐述一
In calculation of foundation settlement, the soil’s modulus of compression, E_0, is an important indicator, according to Article 41 of the “Natural Design Standards and Technical Specifications for Housing and Industrial Buildings” (НиТу—127—55) and Foundations for Industrial and Civil Buildings. The 20th item B of the Provisional Rules for Surveying (Ту—107—53, Ministry of Construction) stipulates that the compressive modulus E_0 shall be determined by the static load test of the soil, and only when the qualitative evaluation of the compression performance of the soil is performed To calculate the data from the soil laboratory test, this article would like to formulate a formula based on the 82 provisions of the “Temporary Specification for Foundation Survey of Industrial and Civil Buildings” (Ту—107—53, Ministry of Construction) for the sake of calculation convenience.