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Modeling the Size-Dependent Nanostructures: Incorporating the Bulk and Surface Effects
Publisher:
Abstract: To precisely model the size dependencies in nanostructures, the surface effect and bulk effect are incorporated. From the physical point of view, size dependencies stem from not only the surface, but also the bulk. The ...
Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering
Publisher: ASCE
Abstract: Uniaxial compressive strength (UCS) and tensile strength are essential parameters of rocks, but the direct measurement of these two parameters is time-consuming and requires high-quality samples. As such, academics brought ...
Detection Method of Pile Foundation on Subway Lines Based on Cross-Hole Resistivity Computed Tomography
Publisher: ASCE
Abstract: When urban subway lines pass under buildings, it is often necessary to carry out corresponding pile foundation detection work to ensure construction safety. However, detecting the distribution of piles with conventional ...
Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel
Publisher: ASCE
Abstract: Large deformation of the surrounding rock is a common geological hazard when excavating a new tunnel to be driven through soft rock, and this occurrence can severely interrupt the construction schedule and affect the safety ...
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance
Publisher: ASCE
Abstract: The classification and real-time identification of surrounding rock grades are of great significance to guide tunnel boring machine (TBM) construction. Taking a water diversion project in China as the background, this study ...
Parameter Preferences for Length Detection of Reinforcement Cage in Bored Pile
Publisher: ASCE
Abstract: Reinforcement cage length has a significant impact on the bearing capacity of bored piles. Accurate measurement of the cage length provides an important guideline for judging pile quality. Currently, the electric method ...
Sensitivity Analysis of Loess Stability to Physical and Mechanical Properties: Assessment Model
Publisher: American Society of Civil Engineers
Abstract: Due to their low strength, high compressibility, and collapsibility, loess deposits are susceptible to large deformation and landslides during tunneling. An objective, scientific approach to stability assessment is urgently ...