A Procedure to Design a "Structural Geotechnogenic Massif"

被引：0
|
作者：
I. I. Khusainov
机构：
[1] Perm’ National Research Polytechnic University,
[2] College of Construction Design and Computational Mechanics,undefined
来源：
Soil Mechanics and Foundation Engineering | 2015年 / 52卷
关键词：
Effective Characteristic; Harden Soil Model; Backfill Sand; Cement Flow; Principal Process Parameter;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A procedure is proposed for the design of a "structural geotechnogenic massif," which permits the selection of a cost-effective technology for reinforcing soil with soil-cement elements at the design phase, thus assuring the required level of settling.
引用
收藏
页码：206 / 210
页数：4
相关论文
共 50 条
12345