REPEATABILITY AND EMPIRICAL FORMULA FOR DYNAMIC PROBING IN COHESIVE SOILS
Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,529
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_413
تاریخ نمایه سازی: 16 اردیبهشت 1390
Abstract:
The Dynamic Probe is an effective and efficient tool used in site investigation. It is more economic than the use of boring equipment particularly when the depth of exploration is moderate. A dynamic probe consists of a tip cone connected to an extension rod and a driving weight for penetration into the ground. The paper covers the design and development of a dynamic probing rig to increase the efficiency of conventional dynamic probes. As part of the research, a series of dynamic probe tests were carried out at 6 different sites in the Khozestan, Hormozgan and Qom provinces in the central and southern regions of Iran. The repeatability and statistical distribution of the results are considered and correlations between dynamic probing results and undrained shear strength identified. A new equation relating dynamic resistance to undrained shear strength is proposed. The paper encourages the wider application of dynamic probing for site investigation in cohesive soils.
Keywords:
Authors
m Khodaparast
Department of Civil Engineering, Qom University, Qom, Iran
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :