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contributor authorB. J. Shwan
date accessioned2024-04-27T22:48:38Z
date available2024-04-27T22:48:38Z
date issued2024/04/01
identifier other10.1061-JGGEFK.GTENG-11405.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297558
description abstractThe filter paper (FP) method, a cost-effective, versatile, and convenient approach, has found extensive application in analyzing fine-grained soils, enabling the successful measurement of a broad spectrum of total and matric suctions. However, using the FP method in sand with a limited range of suction profiles has been notably underrepresented in the existing literature. Therefore, this study investigated the applicability of the contact FP method in establishing soil water retention curves (SWRCs) using five distinct FP calibration curves for 10 poorly graded sands. Among these calibration curves, the one presented by Chandler yielded the highest suction values, which were followed by those of ASTM. Furthermore, the FP results were subjected to fitting with a mathmatical model, which led to the observation that the overall trends in the obtained SWRCs displayed smooth sigmoidal shapes, resulting in a complete and coherent SWRCs. The SWRC results of five sand samples were assessed through validation against the hanging column technique (HCT) results, indicating a high degree of concordance and affirming the suitability of the FP method for sands characterized by a limited suction profile. Notably, the entire range of suction values fell within the 0.01–20 kPa range based on the calibration curves presented by Chandler and ASTM for all the examined sand samples, except sands 9 and 10. Furthermore, the suction values were unobtainable using the two aforementioned calibration curves within the ranges of 0.01–1.47 kPa and 0.01–0.172 kPa.
publisherASCE
titleSoil–Water Retention Curve Determination for Sands Using the Filter Paper Method
typeJournal Article
journal volume150
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-11405
journal fristpage04024020-1
journal lastpage04024020-10
page10
treeJournal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004
contenttypeFulltext


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