Abstract: With the implementation of the carbon peaking and carbon neutrality policy, low-carbon strategies and sustainable development in the field of construction engineering have become particularly important. With the continuous development and application of the Internet of Things, artificial intelligenc...
Abstract: An analytical conversion method for self-balanced test of foundation pile was proposed. The finite difference method was used to establish the control equations for each micro-section of the upper and lower piles, and the internal forces and displacements at each micro-section of the upper and lower...
Abstract: A new type of prefabricated block gravity retaining wall was proposed, which was mainly composed of cast-in-place concrete base, precast block unit, reserved grouting hole, post-insertion steel bar and cast-in-place pressure top beam, etc., and was designed from the aspects of wall precast block, in...
Abstract: Traditional monitoring methods are inefficient and cannot predict soil deformation in real-time and continuously with accuracy in road construction. A road automation monitoring system integrated with artificial intelligence technology was proposed. The system consists of a real-time Internet of Thi...
Abstract: The underground pipe trench of ancient architectural drainage system is an important component of ancient buildings, and its function degradation is common after a long historical process. Before taking protective measures, it is necessary to conduct a functional assessment of the pipe trench. Takin...
Abstract: Fractures in rock mass have a significant influence on the mechanical behavior, energy evolution and instability failure of rock. To clarify the rock energy evolution and instability failure mechanism of single fracture with different dip angles, based on the particle flow PFC2D method, a numerical ...
Abstract: Helix Stiffened Cement Mixing Pile (HSCMP) is a new type of composite pile, and its group pile effect and bearing capacity variation law is still unclear. Based on the finite element numerical simulation method, the ratio of HSCMP pile spacing to helix diameter (Sg/DH) and the ratio of cement soil s...
Abstract: Based on the laboratory test of expansive soil, the quantitative relationship between water content and shear strength index was statistically analyzed. Research shows that the shear strength index gradually decreases with the increase of water content. Compared with the internal friction angle φ, t...
Abstract: A three-dimensional finite element model was established based on the HSS constitutive model for a newly constructed shield tunnel adjacent to an existing subway project. The correctness of the numerical calculation was verified by comparing it with measured data. On this basis, further analysis was...
Abstract: Based on a project in the Weihe first-order terrace in Xi'an, the bearing capacity and deformation characteristics of the dense sand layer foundation were studied through field tests and numerical simulations to determine whether natural foundations for high-rise buildings of nearly 100 meters can b...
Abstract: According to “Technical Code for Building Foundation” (DB 42/242—2014), the recommended slope of confined water head in the flood control area of Wuhan is 0.5%~0.8%, from which the anti-floating water level in the flood control area and the confined water head of foundation pit dewatering can be app...
Abstract: The back mountain landslide of Bailian Temple in Ningde is a medium-sized traction type soil landslide, which is a typical landslide caused by unreasonable excavation at the foot of the slope and heavy rainfall. According to the survey results, the arc method and finite element method were used to a...
Abstract: The stress path of soil is closely tied to deformation during dynamic tunnel excavation. A three-dimensional model of tunnel construction was created using the FLAC3D finite difference software. The double-side wall guide pit method was used to simulate the excavation process of a large-section tunn...
Abstract: Combining the common bonding slip phenomena in natural faults with the characteristics of granular materials, indoor direct shear tests and discrete element numerical analysis using glass bead particles were conducted. By changing the normal stress, shear rate, and particle size, the influence of lo...
Abstract: In response to the mechanical characteristics of the residual soil of granite in Youxi, Fujian, which is prone to softening and disintegration when encountering water, the external additives mixing method was used to improve its properties by adding additives to reduce its permeability coefficient. ...
Abstract: The accumulation of construction waste soil has occupied a large amount of land resources and result in environmental pollution. A new curing agent, NB01, was adopted to solidify typical construction waste soil in Ningbo. Through conducting a series of macro-micro laboratory tests such as unconfined...
Abstract: To eliminate the defects of traditional backfilling methods and materials, combined with the characteristics of collapsible loess area, the premixed fluidized solidified soil with collapsible loess and gravel as aggregate was prepared. The influence of different loess-to-gravel (L/G), water-to-solid...
Abstract: Because of the soil skeleton containing dominant silt as well as interparticle cementation, the natural loess behaves in a structured way. To study the influence of structural properties on the small-strain stiffness of loess, resonant column tests were performed on typical natural and remolded loes...
Abstract: To study the influence of water and disturbance on the strength and deformation of weak-expansive soil in the Hefei area, the undisturbed samples and saturated disturbed samples of weak-expansive soil in the deep foundation pit of Huifu Road Station of Hefei Metro Line 7 were subjected to convention...
About the Journal期刊简介
Started in 1987,
bimonthly
Administered by:China North Industries Group Corporation Limited
Sponsor:
Science & Technology Information Network of Geotechnical Engineering of National Defence & Machinery Industry; China Ordance Industry Survey and Geotechnical Institute Co., Ltd.