Improvement in Engineering Properties of Mudstone in Southwestern Taiwan Through Compaction and a Cement Additive-Reference-Cited by-同舟云学术

Improvement in Engineering Properties of Mudstone in Southwestern Taiwan Through Compaction and a Cement Additive

Published:2017-12-27 Issue:3 Volume:36 Page:1833-1843
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Phan Vu To-Anh

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-017-0435-1/fulltext.html

Reference34 articles.

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2. ASTM D2850-1999 Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States, ASTM

3. ASTM D2487-2000 Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States

4. ASTM D1557-2000 Standard test methods for laboratory compaction characteristics of soil using modified effort. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States, ASTM

5. ASTM D4318-2000 Standard test methods for liquid limit, plastic limit, and plasticity index of soils. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States, ASTM

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