The reliable prediction of the surface vertical displacement deformation of deep foundation pits is of great significance to the excavation of large foundation pits. The support vector machine model (LIBSVM) has become a hot spot in the prediction of deep foundation pit deformation and provides a new prediction for the deformation of deep foundation pits. In this paper, taking the deep foundation pit of Daoxianghu Road Station in xx as an example, a prediction model of vertical displacement on the ground is established based on LIBSVM and analysis shows that the prediction results based on the model are in good agreement with the measured data, and the MSE reaches 0.0323. The model is effective and has an effective prospective skill
A deep foundation pit in a station of the Hangzhou subway is adjacent to new high-rise residential b...
Multi-step-ahead prediction of tunnel surrounding rock displacement is an effective way to ensure th...
The objective is to improve the prediction accuracy of foundation pit deformation in geotechnical en...
Abstract: In order to forecast the displacement of deep foundation pit support, this document propos...
This paper presents a novel allowable deformation prediction model of surrounding rock based on supp...
In the process of excavation to backfill of deep foundation pit, the foundation pit is predicted.The...
This paper principally studies the prediction of slope deformation based on Support Vector Machine (...
The research on the deformation of soil mass and ground connection walls is not sufficiently thoroug...
Abstract Problems in deep excavations are full of uncertain, vague, and incomplete information. In m...
Foundation pit envelope and foundation pit excavation solution design is a multidisciplinary problem...
Based on a long-term comprehensive instrumentation program, the performance of an excavation pit con...
Field monitoring in the process of excavation of foundation pit is an important measure to reduce th...
An ultradeep foundation pit is a complex system composed of a retaining structure, foundation soil, ...
Taking a super large deep foundation pit project as an example, the horizontal displacement of crown...
A prediction model of enclosure structure deformation caused by the excavation of foundation pit is ...
A deep foundation pit in a station of the Hangzhou subway is adjacent to new high-rise residential b...
Multi-step-ahead prediction of tunnel surrounding rock displacement is an effective way to ensure th...
The objective is to improve the prediction accuracy of foundation pit deformation in geotechnical en...
Abstract: In order to forecast the displacement of deep foundation pit support, this document propos...
This paper presents a novel allowable deformation prediction model of surrounding rock based on supp...
In the process of excavation to backfill of deep foundation pit, the foundation pit is predicted.The...
This paper principally studies the prediction of slope deformation based on Support Vector Machine (...
The research on the deformation of soil mass and ground connection walls is not sufficiently thoroug...
Abstract Problems in deep excavations are full of uncertain, vague, and incomplete information. In m...
Foundation pit envelope and foundation pit excavation solution design is a multidisciplinary problem...
Based on a long-term comprehensive instrumentation program, the performance of an excavation pit con...
Field monitoring in the process of excavation of foundation pit is an important measure to reduce th...
An ultradeep foundation pit is a complex system composed of a retaining structure, foundation soil, ...
Taking a super large deep foundation pit project as an example, the horizontal displacement of crown...
A prediction model of enclosure structure deformation caused by the excavation of foundation pit is ...
A deep foundation pit in a station of the Hangzhou subway is adjacent to new high-rise residential b...
Multi-step-ahead prediction of tunnel surrounding rock displacement is an effective way to ensure th...
The objective is to improve the prediction accuracy of foundation pit deformation in geotechnical en...