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一种用于粗颗粒盐渍土溶陷性的初步判定方法
引用本文:程东幸,刘志伟,伍艳丽,姜翠萍,李富强. 一种用于粗颗粒盐渍土溶陷性的初步判定方法[J]. 工程勘察, 2021, 49(2): 25-30
作者姓名:程东幸  刘志伟  伍艳丽  姜翠萍  李富强
作者单位:中国电力工程顾问集团西北电力设计院有限公司,西安710075;中国电力工程顾问集团西北电力设计院有限公司,西安710075;中国电力工程顾问集团西北电力设计院有限公司,西安710075;中国电力工程顾问集团西北电力设计院有限公司,西安710075;中国电力工程顾问集团西北电力设计院有限公司,西安710075
基金项目:中国电力工程顾问集团科技项目(DG1-G02-2016);冻土工程国家重点实验室开放基金(SKLFSE201215)。
摘    要:粗颗粒盐渍土由于难以取到原状土样,因此,溶陷性评价必须通过现场试验才能解决,而这类特殊土大都位于人迹罕至、干旱缺水、交通不便的戈壁区,现场试验所需的大量淡水、大型机械以及浸水周期都将对工程进度和工程费用造成极大困难.本文依托工程实践,提出在不进行现场试验的基础上,通过分析场地地层结构类型、测定地基土渗透系数、骨架颗粒含...

关 键 词:粗颗粒盐渍土  溶陷性  渗透系数  骨架颗粒  易溶盐含量  溶陷性判定方法

A preliminary determination method for collapsibility of coarse particle saline soil
Cheng Dongxing,Liu Zhiwei,Wu Yanli,Jiang Cuiping,Li Fuqiang. A preliminary determination method for collapsibility of coarse particle saline soil[J]. Geotechnical Investigation & Surveying, 2021, 49(2): 25-30
Authors:Cheng Dongxing  Liu Zhiwei  Wu Yanli  Jiang Cuiping  Li Fuqiang
Affiliation:(Northwest Electric Power Design Institute Co.,Ltd.,China Power Engineering Consulting Group,Xi'an 710075,China)
Abstract:It is difficult to get the undisturbed soil samples of coarse-grained saline soil,so the settlement evaluation can only be solved by field tests. However,most of these special soils are located in the Gobi area with few people,drought and water shortage,and inconvenient transportation. The large amount of fresh water,large machinery and immersion period required for field tests will cause great difficulties to the project progress and cost. Based on the engineering practice,a method on the basis of no field test to determine the solubility of coarse-grained saline soil by analyzing the type of site stratum structure,measuring the permeability coefficient of foundation soil,the content of skeleton particles and the content of soluble salt is put forward. Through the validation,the evaluation result is reliable and suitable for popularization.
Keywords:coarse particle saline soil  collapsibility  permeability coefficient  skeleton particles  soluble salt content  determination method of collapsibility
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