石灰岩壳层地下工程的整体稳定

V. Mitinskiy, V. Chepelev, Y. Vynnykov, І. Lartseva, A. Aniskin
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引用次数: 0

摘要

介绍了作为基础基础的石灰石-壳材料的特性。以多层住宅楼设计为例,对后续板桩基础施工中一系列石灰石壳的封堵工作提出了综合解决方案,包括工程地质调查、岩土设计、砂浆及其成分的选择以及对封堵情况的持续监测。堵漏工程采用两种类型的水泥砂砂浆:第一种是添加了高效减水剂,具有高溶液流动性、低失水、硬化后不收缩的特点;二是不加流动性高的高效减水剂。给出了水泥土组成选择的室内研究结果。
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Overall stabilization of underground workings in limestone-shells
The characteristic properties of limestone-shell used as the base of foundation are described. Using the example of multi-storey residential building design, comprehensive solution has been proposed for plugging workings in an array of limestone-shell for the subsequent construction of slab-pile foundation, which includes engineering and geological surveys, geotechnical design, the choice of mortars and their compositions, as well as continuous monitoring plugging conditions. It is stated that two types of cement-sand mortar are used for plugging workings: the first is with the addition of superplasticizers, which provide high solution mobility, low water loss and non-shrinkage after hardening; the second is without adding superplasticizers with fluidity high degree. The results of laboratory studies to select the composition of soil-cement are given.
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