collapsible loess areas. Furthermore, it can be utilized for further investigations into the collapsibility impacts of LID measures in regions characterized by collapsible loess. Keywords
Collapsible and non-collapsible loess are discriminated in the Chinese context, a coefficient of collapsibility 0.015 indicating the latter condition. Characteristics of the Sanmen Formation
The similar material of collapsible loess is the basis and premise of the experimental study on the surface movement and deformation law of coal seam mining in collapsible loess-covered areas.
More and more photovoltaic brackets (PVB) were built in collapsible loess areas with the wide application of solar energy,and the problem of damage of PVB due to the settlement of
Collapse earth fissure is a common type of disaster in loess regions, where water infiltration is one of the primary factors that contributes to surface ruptures and uneven
The distribution of loess in China is particularly widespread, stretching from the eastern end of Qilian Mountains in Gansu Province in the west to the Taihang mountains at
pile foundations in collapsible loess regions. Introduction Loess is extensively distributed around the world. In northwest China, loess is widely distrib-uted and has a large
The self-weight collapsibility coefficient (delta_{zs}) of loess is an important parameter for the quantitative evaluation of loess collapsibility and foundation collapsibility
collapsible loess areas, provide technical support for the construction of towering structure in collapsible loess areas. 1. Introduction Collapsible loess undergoes significant additional
The bearing and deformation characteristics of embankments with rigid-flexible long-short pile composite foundations (RLPCFs) in thick collapsible loess strata are not yet
Integrating the geological context of a collapsible loess area, the characteristics and main processes of the ground fissure development are constrained: (1) The width of the
foundation pits in collapsible loess areas requires effective and stable support to ensure the safety of construction projects and the normal service performance of existing projects [2,3,4]. In
The new method provides a simple and feasible means by which to correctly and quickly evaluate site collapsibility in loess engineering, which is beneficial for conducting loess
Sustainability 2023, 15, 8893 3 of 14 2.2. Synthetic Collapsible Loess The collapsibility of loess is closely related to its structural properties. In order to ensure the performance of model
The objectives of this study were to explore the collapsibility characteristics of Malan loess in Yan ''an area of the Loess Plateau and to study the microstructure changes of
Currently, the research on the collapsibility of loess sites and foundations is mainly based on the traditional indoor collapsibility test (indoor test) and the in-situ immersion test (field test) (PRC MOHURD 2018).
The loess collapsibility data were provided from the Baoji to Lanzhou high-speed railway. The three ML algorithms are representative of geotechnical engineering modeling and are rarely explored for predicting loess collapsibility.
To evaluate the collapsibility of loess faster and accurately, 300 loess collapsibility test data along the high-speed railway section from Baoji to Lanzhou were collected, and develop a direct prediction model for loess collapsibility parameters (see Fig. 1).
Currently, there are two types of tests used to determine the collapsibility of loess sites and foundations (PRC MOHURD, 2004). One test is the traditional indoor collapsibility test (indoor test), which is simple, efficient and inexpensive.
The compression curves of undisturbed loess have normalizable characteristics. A new method for calculating the loess collapsibility index is proposed. The calculated value of the new method is closer to the field-measured value. Collapsibility affects loess engineering stability.
Therefore, based on the code (PRC MOHURD, 2004), test sites 1 and 2 are collapsible loess sites under overburden pressure, and their foundation collapsibility can be classified as grade IV (very severe) and II (moderate), respectively. Table 3. Formation period and physical property indexes of the soil layers in exploration well CS5-22. Table 4.
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