The Prominence Value of the Temporal Anchor of Free Indirect Discourse: A Comparison with the Perspectival Center by Jakob Egetenmeyer

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Study on the Influence of Borehole Water Content on Bolt Anchoring Force in Soft Surrounding Rock by Pandong Zhang, Lin Gao, Pengze Liu, Yongyin Wang, Ping Liu, Xiangtao Kang

“…Firstly, through theoretical analysis, it reveals that borehole water content will affect the cohesion of anchoring agent and then leads to the decrease of anchoring force. …”
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Failure Analysis of Deep Composite Roof Roadway and Support Optimization of Anchor Cable Parameters by Chen Li, Wenlong Zhang, Tianhong Huo, Rui Yu, Xidong Zhao, Ming Luo

“…., improving the effective stress diffusion efficiency of the anchor cable through the reasonable arrangement of the anchor cable. …”
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Biaxial Shear Load Capacity of Anchor System for Quick-Hardening Track on Railway Bridges by Kyoung Chan Lee, Il-Wha Lee, Seong-Cheol Lee

“…In this study, an anchor system is proposed that facilitates fast construction, and two designs for the proposed anchor systems are provided along with experimental test results of the same. …”
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Predicting the Pullout Capacity of Small Ground Anchors Using Nonlinear Integrated Computing Techniques by Mosbeh R. Kaloop, Jong Wan Hu, Emad Elbeltagi

“…Also, the DANFIS model performance is proven to be better than other models used to detect the pullout capacity of ground anchors.…”
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Behavior of shallow concrete beams strengthened using low-cost GCSM and mechanical anchors by Phromphat Thansirichaisree, Hisham Mohamad, Mingliang Zhou, Ali Ejaz, Panumas Saingam, Qudeer Hussain, Suniti Suparp

“…This study aimed to evaluate the shear strengthening capabilities of reinforced concrete (RC) shallow beams constrained by externally bonded glass chopped strand mat (GCSM) sheets and metallic mechanical anchors. The research investigated the effectiveness of GCSM sheets, known for their cost-effectiveness, ease of installation, and absence of specialized labor requirements, in improving the shear capacity, energy dissipation, and deformation capacity of RC beams. …”
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Effects of Interface Damage Resulting from the Separation of Layered Strata on Bolt Anchoring Systems by Xiaowei Feng, Nong Zhang, Chuangxin Lv

“…By examining the locations of strata separation and the extent of damage along an anchoring interface, this paper investigates the factors that influence the support strength of anchoring system. …”
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Bioabsorbable Suture Anchor Migration to the Acromioclavicular Joint: How Far Can These Implants Go? by Giovanna Medina, Guilherme Garofo, Caio O. D’Elia, Alexandre C. Bitar, Wagner Castropil, Breno Schor

“…Few complications regarding the use of bioabsorbable suture anchors in the shoulder have been reported. What motivated this case report was the unusual location of the anchor, found in the acromioclavicular joint which, to our knowledge, has never been reported so far. …”
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Experimental Investigation of the Anchoring Effect of Two Different Types of Rock Bolts on Fractured Rock by Rongchao Xu, Hui Zhou

“…A deep understanding of the anchoring effect of rock bolts on fractured rock is essential for support design in rock engineering. …”
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A Novel Bond Anchor for Unidirectional FRP Member: Conceptual Design and Experimental Investigation by Yue Liu, Qing Wei, Ze-Yu Wang, Peng Xiang, Long-Ji Du, Bai-Yong Fu

“…To solve the anchoring problem of unidirectional FRP member, a novel bond anchor, i.e., dissolution-rebond anchor, is proposed in this paper. …”
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Deformation Characteristics of Sandy Soil around a Plate Anchor under Lateral Loading by Miao Ren, Tong Jiang, Chen Liu, Junran Zhang, Lijin Wang

“…The lateral loading of a plate anchor is a complicated process that involves complex anchor-soil interactions. …”
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Finite Element Analysis of Horizontal Bearing Capacity for the Composite Diaphragm Wall Anchor Foundation by Qian Yin, Leyong Wei, Xiaojuan Li, Weiming Gong, Xueying Yang, Guoliang Dai, Shunkai Peng

Subjects: “…composite diaphragm wall anchor foundation (CDWAF)…”
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Application of Constant Resistance and Large Deformation Anchor Cable in Soft Rock Highway Tunnel by Xiaoming Sun, Bo Zhang, Li Gan, Zhigang Tao, Chengwei Zhao

“…The characteristics of the surrounding rock under the steel arch support and NPR anchor cable support were compared and analyzed by using 3DEC software. …”
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Mechanical Behavior of a Multisegmented Tower Anchorage Structure with an Exposed Steel Anchor Box by Wenru Lu, Min Zhao, Lingling Jia

“…A tower anchorage structure with an exposed steel anchor box is commonly used for cable-stayed bridges. …”
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Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer by Tugen Feng, Jingyao Zong, Wei Jiang, Jian Zhang, Jian Song

“…An empirical formula for the pullout bearing capacity coefficient of a plate anchor in layered soils is proposed based on the bearing characteristics of plate anchors in single-layer soils. …”
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Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope by Xuhe Gao, Weiping Tian, Zhipei Zhang, Jiachun Li, Hongliang Qi

“…It is a difficult point in the field of geotechnical engineering to test the simulation parameters of the pile-anchor supporting structure of slope excavation and analyze the effect of seepage on the stress of the structure. …”
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Real-Time Pose Prediction and Dynamic Anchor Selection for Ultra-Wideband Tagless Gate by Junyoung Choi, Joohyun Lee, Sagnik Bhattacharya

“…In this paper, we propose dynamic anchor selection for extremely accurate DL-TDoA localization and pose prediction for DS-TWR, called DynaPose. …”
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In Situ Creep Model Testing for the Tunnel Anchor Foundation of Xingkang Suspension Bridge in Luding of China by Lina Wen, Qiangong Cheng, Qiang Cheng, Xifeng Guo, Bin Zhang

“…In this study, the in situ creep tests were conducted on two model tunnel anchors at a scale of 1:10 near the real working anchor site. …”
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Experimental Study on Double Row Micropiles and Anchors Composite Retaining Structure in Deep Fill Site by Wenfeng Liu, Jie Mao, Hongxing Zhao, Guangbiao Shao

“…In the composite retaining system, the stress of the front pile is greater than the back pile, the back pile has a lag when it starts working, and the axial force of the middle and upper anchor is greater than that of the bottom anchor.…”
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Intrascleral Suture Anchoring: A Flapless/Grooveless Four-Point Intraocular Lens Fixation Technique by Xin Hu, Bo Zhao, Haiying Jin

“…Another knot was created about 2 to 3 mm from the exiting point and was intrasclerally anchored by the aid of the attached curved needle. …”
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