مطالعه‌ی بهسازی خاک ماسه‌ای روانگرا توسط ستون‌های سنگی سنتی و مسلح‌شده با ژئوتکستایل با استفاده از میز لرزان کوچک‌ مقیاس

نوع مقاله : پژوهشی

نویسندگان

دانشکده‌ی مهندسی عمران و محیط زیست، دانشگاه تربیت مدرس، تهران، ایران.

چکیده

افزایش ساخت‌وساز در شهرهای ساحلی، مناطق مستعد روانگرایی به‌دلیل سطح بالای آب زیرزمینی و نوع خاک، و همچنین در مناطقی که شرایط ژئوتکنیکی الزامات فنی را برآورده نمی­سازد، مهندسان را ناچار به انجام بهسازی خاک کرده است. در مطالعه‌ی حاضر، رفتار گروه ستون­های سنگی سنتی و محصورشده توسط ژئوتکستایل به‌عنوان روشی جهت مقابله با روانگرایی خاک ارزیابی شده است. تسلیح ستون­های سنگی در دو حالت، تسلیح تمام طول و تسلیح بخش فوقانی (به طول 4 برابر قطر ستون سنگی) انجام شده است. به‌منظور ارزیابی عملکرد، چهار آزمایش­ میز لرزان روی گروه­های ستون‌های سنگی سنتی و مسلح­شده با آرایش مربعی انجام شده است. بر‌اساس نتایج به‌دست‌آمده، تسلیح تمام طول ستون­های سنگی توسط ژئوتکستایل، منجر به عدم وقوع روانگرایی در لایه­های سطحی، کاهش نسبت فشار آب منفذی اضافی، افزایش سختی خاک، و در مجموع عملکرد مؤثرتر نسبت به ستون­های سنگی سنتی شده است. ستون­های سنگی محصورشده توسط ژئوتکستایل در مقایسه با ستون­های سنگی سنتی، منجر به کاهشی در حدود 30٪ بیشینه‌ی مقدار نسبت اضافه فشار آب منفذی در سطح و در حدود 8٪ در عمق شده است. از سوی دیگر، افزایش سختی مدل در قالب افزایش دامنه‌ی شتاب در سطح، در صورت اجرای گروه ستون سنگی مسلح در حدود 12٪ نسبت به گروه ستون سنگی سنتی افزایش داشته است.

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Investigation of Liquefiable Sandy Soil Improvement by Ordinary and Geotextile-Reinforced Stone Columns Using a Small-Scale Shaking Table

نویسندگان [English]

  • Parna Yarbakhti
  • Aliakbar Golshani
Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran
چکیده [English]

The increase in construction in coastal cities, which are prone to liquefaction due to the high level of underground water and soil type, along with their soil conditions that do not meet the technical requirements, has led engineers to undertake soil improvement. Among the liquefaction mitigation methods, the stone column technique has been considered one of the most versatile and economical ground improvement techniques, including increasing the density of surrounding soil by vibration and replacement, expediting drainage, and reducing the shear stress of surrounding soil by introducing stiff elements. This study evaluated the seismic performance of stone columns and full- and partial-length geotextile-encased stone columns as a liquefaction countermeasure in the loose sample of Firoozkooh No. 161 sand. The sands were susceptible to liquefaction in a loose state, i.e., around 25% relative density, when subjected to a sinusoidal acceleration of 0.35g and 3Hz frequency. A group of nine ordinary and geotextile-reinforced stone columns with a diameter and length of 5 cm and 50 cm, respectively, has been created. In order to evaluate the seismic behavior, four reduced-scale 1-g model tests were conducted using a uniaxial shake table on a group of ordinary and geotextile-reinforced stone columns. Based on the obtained results, reinforcing the full length of the stone columns using geotextile has prevented liquefaction in the surface layers, reduced the excess pore water pressure ratio, increased the soil stiffness, and overall, has provided more effective performance than ordinary stone columns.

کلیدواژه‌ها [English]

  • Liquefaction
  • shaking table
  • stone column
  • geotextile

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