The Effect of Heavy Tamping on Structured Residual Clay Site-Reference-Cited by-同舟云学术

The Effect of Heavy Tamping on Structured Residual Clay Site

Published:2021-04-05 Issue:7 Volume:39 Page:5365-5374
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Rizzon Matheus Miotto,Wagner Alexia Cindy,Godoy Vinicius Batista,Moreira Eclesielter Batista,Consoli Nilo Cesar^ORCID

Funder

FAPERGS-CNPq

CAPES

CNPq

Publisher

Springer Science and Business Media LLC

Subject

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

Link

https://link.springer.com/content/pdf/10.1007/s10706-021-01798-9.pdf

Reference25 articles.

1. ASTM (2016) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM D5084. ASTM, West Conshohocken, PA

2. ASTM (2017a) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. ASTM, West Conshohocken, PA

3. ASTM (2017b) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. ASTM, West Conshohocken, PA

4. ASTM (2017c) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913. ASTM, West Conshohocken, PA

5. ASTM (2017d) Test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. ASTM D7928. ASTM, West Conshohocken, PA

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1. Field test of compactability of soaked subsidence soil using heavy tamper;E3S Web of Conferences;2024