eprintid: 7962
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/79/62
datestamp: 2023-11-09 16:19:48
lastmod: 2023-11-09 16:19:48
status_changed: 2023-11-09 16:10:50
type: article
metadata_visibility: show
creators_name: Halim, A.
creators_name: Sulam, M.B.
title: Prediction of soil settlement based on constant plastic index method
ispublished: pub
note: cited By 1
abstract: The development of Constant Plastic Index (CPI) method is an approach model based on the theory of consolidation. The objective behind the development CPI method is to predicts critical state settlement whereby CPI is to achieved secondary settlement and reduced time of consolidation. The development CPI has been derived base on the ultimate soil settlement where soils are classified accordingly using initial void ratio, final void ratio and thickness of soil layers. The linear and non linear soil was developed by the relationship between an exponential stress - void ratio and the parabolic permeability - void ratio. The external forces is normally consolidated soil layers and develop Stratum index factor (SIF) and Void ratio function(VRF) which is composed of such a soil varies non- linearly in deposition. Development of CPI will used to predicts critical state settlement, using Eurelian method By combination of these elements, the Potential Instability of settlement was develop and integrate CS- Rating makes concerted effort to produce CS- statement guidelines and better design strategy for geo -mechanics engineer to involve in soil development settlement analysis. Finally, modification of CPI method can be determine soil settlement by using CS- Rating. © 2016, Int. J. of GEOMATE.
date: 2016
publisher: GEOMATE International Society
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84959569884&partnerID=40&md5=3ab1fde8f96eb6ec8919bf794842049c
full_text_status: none
publication: International Journal of GEOMATE
volume: 11
number: 5
pagerange: 2717-2722
refereed: TRUE
issn: 21862982
citation:   Halim, A. and Sulam, M.B.  (2016) Prediction of soil settlement based on constant plastic index method.  International Journal of GEOMATE, 11 (5).  pp. 2717-2722.  ISSN 21862982