202271 Pile-anchor structures (PAS) are emerging as a promising tool for slope stabilization and landslide mitigation. However, the optimized design of PAS is an essential yet challenging issue.
2022519 Based on a deep foundation pit project in Beijing, this stone summarizes the change law of internal force and displacement of the support structure in the process of deep foundation pit support through construction process management and numerical
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2022816 Last Updated: 09 Sep 2023. PDF Relying on a deep foundation pit project in Beijing, using FLAC3D three-dimensional finite-difference software simulation combined with Find, read and cite
2020109 The pile anchor support system is mainly composed of retaining pile and anchor bolt (cable), which uses the friction force between the anchor and the surrounding soil to provide the support to the retaining system. Due to the obvious advantages of pile
2019814 A pile anchor system is a complex structural system installed in soil to protect and retain foundation excavation. Difficulty in theoretical investigations and practical applications for engineering projects has been shown because of the complexity of this
202241 The pile-anchor strengthening mechanics for the existing tunnels in landslide region has been verified by the comparative tests. Three parallel tests were carried out with different working conditions, such as, no reinforcement, anti-slide pile
201911 Soil Mechanics and Foundation Engineering. The synergetic effect of the combined supporting system (pile + steel support + anchor) was studied through field tests and finite-element numerical simulation of the foundation’s deformation under "rock-soil
Abstract: In this , according to the hydrogeology and the surrounding of a 20 meters depth city deep foundation pit which has complex surrounding, the united supporting structure of piled anchor and reinforced concrete internal bracing for this foundation pit
20181017 A new mining scheme by employing the induced caving mining method to exploit hanging-wall ore-body during the transition from open pit to underground mining is proposed. The basic idea is to use the mined-out area generated by the planned mining
2019131 anchor —— Guided Anchoring， anchor 。. anchor ， anchor， Feature
202271 CCF A----. Fast Density-Peaks Clustering: Multicore-based Parallelization Approach. SharPer: Sharding Permissioned Blockchains Over Network Clusters. Dynamic Structural Clustering on Graphs. On Saving Outliers for Better Clustering over Noisy Data.
6. a very large old house or other building. v. 1. to put a large number of things on top of each other; to put a large amount of something somewhere; if a woman ’ s hair is piled up, it is fastened to the top of her head rather than hanging down. 2. if things pile somewhere, they gather there in a group. 1. .
2022620 ，anchorslossanchors，anchorsloss_iou。 yolofeature map，feature mapanchor，anchorsfeature map0~1，feature map1.
2019214 5. . triplet loss，trickyembedding，invalideasy triplet。. ，tensorflow， [github repository] ( omoindrot/tensorflow-triplet-loss )，triplet loss
2019814 Anchoring force is vital to ensure the acceptable performance of a pile anchor system when supporting deep foundation excavation. The soft soil has several physical properties, such as low shear strength, high water content, large void ratio, and high flowability. Traditional grouting and anchoring techniques have demonstrated technical
2020318 CVPR2020HAMBox，，anchoranchor，，inference，anchorgtIoU0.5gtIoU0.589%！.
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202189 loss. anchor. positiveanchor，anchor. negativeanchor. (anchor, positive, negative) triplet. triplet loss：. label，embeddingembedding. label
Tidal Current Energy. Alan Owen, in Future Energy (Third Edition), 2020. 17.4.2 Suction/drilled/driven pile anchors. Suction anchors and piled foundations form the principal methodology of installation for existing offshore platforms, and it therefore seems appropriate at first glance to use them for tidal devices. Suction anchors require a depth
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2020413 SSDFaster R-CNNanchorYOLOv1， mAP ，： Multi-scale feature map for detection： base network，feature mapsize，sizefeature map，。
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20231029 With the CAPE VLT it is possible to upend the anchor pile, lift it to the position where the anchor lines are connected to the pad eyes after which the pile is lowered to the installation position where it can be driven free hanging from the crane in any seabed, even sloped or very uneven. The anchor lines can be manipulated by tugger lines
2 The following equations are used in the design of rock anchors. A ctual force in each anchor = Unbalanced uplift pressure / No of anchors required per unit area .. 01. D epth of anchor bars in rock mass = Actual force in each anchor / ( π x d1 x F1).. 02. D epth of anchor bars in rock mass = Actual force in each anchor / ( π x d2 x F2).. 03.
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