Preloading Model on Soft Soil with Inclusion Thermal Induction Vertical and Incline Types

Publish Year: 1400
نوع سند: مقاله ژورنالی
زبان: English
View: 82

This Paper With 10 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

JR_CEJ-7-6_005

تاریخ نمایه سازی: 28 تیر 1404

Abstract:

Soft clay has a relatively low subgrade bearing capacity. The aim is to obtain physical values, mineralogy, mechanical strength values, values for reduction. The research method used is preloading in a test tube measuring ۵۰í—۷۰í—۱۵۰ cm. Each cycle of preloading and thermal induction used a fixed load of ۰.۰۱۵ kg/cm². Thermal induction is given vertically and obliquely with temperature variations of ۱۰۰, ۲۰۰, ۳۰۰, and ۴۰۰ °C. The main observation point is a distance of ۱۵ cm from the center of the induction. At ۴۰۰ °C inclined induction, the water content is ۱۷.۳۶% (from the initial water content of ۵۹.۰۷%), the soil cohesion is ۲۱.۷۵. kN/m², the value of unconfined compressive strength is ۶۷.۷۲ kN/m², the highest modulus of elasticity is ۴۵۹۳ kN/m۲, and the decrease is ۵.۱۳ cm. XRD, SEM, EDS results before heating showed mineralogy ۰ (۶۵.۰۶%), Ca (۱۳.۳۰%), Na (۳.۶۴%), Mg (۲.۱۵%), Al (۶.۶۳%), Si (۸.۵۲%), Sn (۰.۷۰%) and did not change significantly after heating at ۴۰۰ °C. The results after heating included ۰ (۵۸.۳۹%), Ca (۱۴.۰۹%), Na (۰.۷۲%), Mg (۱.۱۶%), Al (۶.۶۳%), Si (۱۴.۷۲%), Sn (۲.۵۴%). The novelty obtained is to change very soft conditions became medium conditions. Doi: ۱۰.۲۸۹۹۱/cej-۲۰۲۱-۰۳۰۹۱۷۰۵ Full Text: PDFSoft clay has a relatively low subgrade bearing capacity. The aim is to obtain physical values, mineralogy, mechanical strength values, values for reduction. The research method used is preloading in a test tube measuring ۵۰í—۷۰í—۱۵۰ cm. Each cycle of preloading and thermal induction used a fixed load of ۰.۰۱۵ kg/cm². Thermal induction is given vertically and obliquely with temperature variations of ۱۰۰, ۲۰۰, ۳۰۰, and ۴۰۰ °C. The main observation point is a distance of ۱۵ cm from the center of the induction. At ۴۰۰ °C inclined induction, the water content is ۱۷.۳۶% (from the initial water content of ۵۹.۰۷%), the soil cohesion is ۲۱.۷۵. kN/m², the value of unconfined compressive strength is ۶۷.۷۲ kN/m², the highest modulus of elasticity is ۴۵۹۳ kN/m۲, and the decrease is ۵.۱۳ cm. XRD, SEM, EDS results before heating showed mineralogy ۰ (۶۵.۰۶%), Ca (۱۳.۳۰%), Na (۳.۶۴%), Mg (۲.۱۵%), Al (۶.۶۳%), Si (۸.۵۲%), Sn (۰.۷۰%) and did not change significantly after heating at ۴۰۰ °C. The results after heating included ۰ (۵۸.۳۹%), Ca (۱۴.۰۹%), Na (۰.۷۲%), Mg (۱.۱۶%), Al (۶.۶۳%), Si (۱۴.۷۲%), Sn (۲.۵۴%). The novelty obtained is to change very soft conditions became medium conditions. Doi: ۱۰.۲۸۹۹۱/cej-۲۰۲۱-۰۳۰۹۱۷۰۵ Full Text: PDF

Keywords:

Thermal Induction Preloading Soft Clay Modulus Elasticity Mineralogy.

Authors

Maraden Panjaitan

Doctoral Course Student, Department of Civil Engineering, Hasanuddin University, Makassar and ۹۰۲۴۵,, Indonesia

A. R. Djamaluddin

Department of Civil Engineering, Hasanuddin University, Makassar and ۹۰۲۴۵,, Indonesia

Tri Harianto

Department of Civil Engineering, Hasanuddin University, Makassar and ۹۰۲۴۵,, Indonesia

A. B. Muhiddin

Department of Civil Engineering, Hasanuddin University, Makassar and ۹۰۲۴۵,, Indonesia