Search
Search Results
-
Investigation of lateral cyclic load capacity of screw pile group in multi clay layer
A laboratory study for screw pile group driven in two clay layers soft and stiff under the influence of lateral cyclic load. The aim of this research...
-
Settlement and load sharing behavior of piled raft foundation: a review
Piled rafts are increasingly being used to support different heavy infrastructure facilities. The total resistance of piled raft is cumulative of...
-
Analysis of the layered steel-concrete pervious composite beam under moving point load
One-dimensional finite element model is used to analyze the layered pervious composite beam with the partial or complete shear interface. The present...
-
Machine Learning Models to Evaluate the Load-Settlement Behavior of Piles from Cone Penetration Test Data
The evaluation of the load-settlement behavior of piles is crucial in meeting the strength and serviceability criteria for pile analysis and design....
-
Settlement Based Load-Bearing in a Combined Pile–Raft Foundation
The understanding of the complex soil–pile–raft interaction and their mobilization with the level of settlement is an important aspect for the...
-
The Load-Bearing Mechanism of Rock-Socketed Piles Considering Rock Fragmentation
Based on the random distribution patterns of rock fragmentation (RF), a concrete–rock shear model (CRSM) considering RF was developed through the...
-
Effect of axial load and shear span on seismic performance of CFT columns reinforced with end-fixed ultra-high strength rebars
A hybrid frame with resilient members and energy dissipation devices is proposed as a solution to address the issues of the safety and...
-
Mechanical Characteristics of Red Sandstone Subjected to Freeze–Thaw Cycles and Increasing Amplitude Cyclic Load
It is of great significance to study the influence of freeze–thaw cycles on rock for the prevention and treatment of tunnel diseases in cold regions....
-
Experimental Study of the Effects of Borehole Size, Borehole Roughness, and Installation Pressure on the Pull Load Capacity of Inflatable Rockbolts
An inflatable rockbolt is a steel tube that has been rolled into an omega shape. During installation, water is injected into the tube, which expands...
-
Fracturing and Energy Evolution of Rock Around Prefabricated Rectangular and Circular Tunnels Under Shearing Load: A Comparative Analysis
Mechanical behavior and energy evolution of rock around the tunnel are critical for evaluating the instability of geotechnical engineering. To reveal...
-
New interpretation of creep behavior of sand with load tests on spread footings
In order to study the long-term behavior of spread footings with support from the Federal Highway Administration (FHWA), a load test was performed on...
-
Load-Settlement Response of Cushioned Piled Rafts with Varying Pile Lengths to Retaining Wall Movement
Failure of an excavation support structure will inevitably result in stress state changes and ground settlements behind the wall, affecting the...
-
Structural behavior of continuous hybrid reinforced concrete spliced girder under monotonic and cyclic load: experimental investigation
An experimental program investigates the structural behavior of a continuous hybrid reinforced concrete girder spliced by ultra-high-performance...
-
Optimization of Each Component Ratio of Multiple Thermal Fluids in Extra-Heavy Oil Reservoir
Under the goal of “carbon peaking and carbon neutrality”, the technology of multiple thermal fluids is widely used to develop heavy oil reservoirs at...
-
Nonlinear vibration of Timoshenko FG porous sandwich beams subjected to a harmonic axial load
In this study, the instability and bifurcation diagrams of a functionally graded (FG) porous sandwich beam on an elastic, viscous foundation which is...
-
Static versus dynamic load tests on piles socketed in Dubai limestone
Pile load tests are considered the main reference to evaluate the behavior of pile foundations and determine their bearing capacity. The pile load...
-
Simulation study of the rupture mechanism of through-cracking under freeze–thaw load coupling effect
Based on the uniaxial compression test, this study examined the effect of the dip angle of the rock formation on crack initiation, propagation, and...
-
Investigation of the load-carrying capacity of one-way hybrid fiber-reinforced concrete slabs
The purpose of the present work is to investigate, experimentally and numerically, the effects of the steel fibers (SF) and polypropylene fibers...
-
Optimum Length-to-diameter Ratio of Floatstone under Uniaxial Compressive Strength Test
The result of the mechanical properties test is significantly influenced by the length-to-diameter (L/D) ratio of a rock specimen. Every rock has...
-
Stress ratio sensitivity—a novel parameter for evaluating the shearing-based structural characteristic of loess
The structural characteristics of the soil dominate macro-mechanical behaviors. The features of loess in geological engineering contexts are related...
