مطالعۀ آزمایشگاهی گودبرداری به‌روش سیستم ترکیبی شمع و انکراژ

نوع مقاله : پژوهشی

نویسندگان

• محمود عبدالهی ¹
• جعفر بلوری بزاز ²

¹ فردوسی مشهد

² دانشگاه فردوسی مشهد

10.22067/civil.v31i4.63763

چکیده

 در این مقاله بااستفاده از تکنیک مدل­سازی فیزیکی به مطالعۀ آزمایشگاهی دیوار حائل شمع درجا با مهاربندی انکراژ در خاک ماسه‌ای پرداخته شده‌است. نتایج کل آزمایش‌ها در این پژوهش حاکی از آن است که نسبت بیشینه تغییرمکان جانبی دیوار به عمق گودبرداری (‌) در محدودۀ %145/0 الی %51/0 قرار دارد. هم‌چنین، نسبت بیشینه نشست سطح زمین به عمق گودبرداری (‌) در محدودۀ %11/0 الی %76/0 اندازه‌گیری شده‌است. هم‌چنین، در این پژوهش به بررسی مکان بیشینه جابه‌جایی جانبی دیواره، تعیین الگوی نشست سطحی زمین به‌منظور استفاده برای مطالعات آزمایشگاهی و نیز، تعیین عمق مدفون دیوارۀ شمعی پرداخته شده‌است.

کلیدواژه‌ها

• مطالعه آزمایشگاهی
• گودبرداری
• انکراژ
• نشست زمین
• تغییر‌شکل دیوار

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عنوان مقاله [English]

Experimental Study of the Excavation Using Pile-Anchorage System

نویسندگان [English]

• Mahmood Abdollahi ¹
• Jafar Bolouri Bazzaz ²

¹ Ferdosi

² Ferdowsi

چکیده [English]

In this paper, a laboratory study of the Bored Pile Retaining Wall with Anchorage Bracing in sandy soils has been conducted. To this end, the physical modeling in laboratory condition was used. The results of the experiments suggest that the ratio of maximum lateral displacement of wall to the depth of excavation () is in the range of 0.145% to 0.51%. Also, the ratio of maximum ground surface settlement to the depth of excavation () is estimated in the range of 0.11% to 0.76. Furthermore, this study investigated the location of maximum lateral displacement of the walls, the ground surface settlement pattern to be used in laboratory studies and determination of the depth of penetration pile.

کلیدواژه‌ها [English]

• Laboratory study
• Excavation
• Anchor
• Ground settlement
• Wall deflection

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