Driven Pile Effects on Nearby Cylindrical and Semi-Tapered Pile in Sandy Clay

نویسندگان

چکیده

A pile foundation is commonly adopted for transferring superstructure loads into the ground in weaker soil. They diminish settlement of infrastructure and augment soil-bearing capacity. This paper emphases pile-driving effect on an existing adjacent cylindrical semi-tapered pile. Driving a three-dimensional fruitfully accomplished by combining arbitrary Lagrangian–Eulerian (ALE) adaptive mesh element deletion methods without adopting any assumptions that would simplify simulation. Axial forces, bending moment, lateral displacement were studied neighboring already-installed An investigation was made some factors affecting forces such as spacing shape (cylindrical, tapered, or semi-tapered). important response observed impact driven nearby one, moment axial not negligible, when loaded, it recommended to consider coupling effect. Moreover, subjected less movement than one with same length volume taper angles smaller 1.0°, vice versa greater 1.4°.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response

Using a series of model tests, this study investigated the effect of a passive pile on 3D ground deformation around a laterally loaded pile and on that laterally loaded pile's response in sand. The active pile head was subjected to lateral loads, and the passive pile was arranged in front of the active pile. In the model tests, the distance between the two pile centers was set to zero (i.e., a ...

متن کامل

Load transfer on single pile near new tunneling in sandy ground

S: A series of centrifuge model tests were performed to assess the tunneling-induced ground deformations and their detrimental effects on the neighboring single pile in the saturated sandy ground. The relative elevations between the pile tip and the buried depth of new driven tunnel dominated the distributions of bending moment and axial force along the depths. A load transfer mechanism is prop...

متن کامل

Modeling soil pile bioremediation

A model is presented for the analysis of bioremediation applied to an ex situ soil pile. The approach is based on the remediation of a pile containing the contaminated soil, which has been excavated from its original location, placed atop a bottom liner system and encapsulated with an impermeable cover. The liner system contains and isolates the contaminated soil and provides process control po...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Applied sciences

سال: 2021

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app11072919