SOIL IMPROVEMENT USING VIBRO-REPLACEMENT GRANULAR COLUMN TECHNIQUE
Publish place: Applied Research Journal، Vol: 2، Issue: 11
Publish Year: 1395
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:
JR_ARJ-2-11_002
تاریخ نمایه سازی: 2 آبان 1396
Abstract:
Experimental test results were presented in this paper from a series of consolidated undrains (CU) triaxial tests, composite soil specimen 76 mm high and 38 mm in diameter, for unreinforced soft clay soil and/or soft clayreinforced with granular column. With area replacement ratio a
Keywords:
Critical State Line , , Area Replacement Ratio , State Parameter , Stress Concentration Ratio Granular Column , Unit Cell , Cohesive Soft soil
Authors
Mekkiyah H. m
Department of Civil Engineering, College of Engineering, Baghdad University, Iraq
Al-Saadi S. Z.
Department of Civil Engineering, College of Engineering, Baghdad University, Iraq