Experimental Study of Vertical and Lateral Load-Bearing Characteristics of Long Piles Anchored in Rocky Soil at Deeply Backfilled Sites.

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Title: Experimental Study of Vertical and Lateral Load-Bearing Characteristics of Long Piles Anchored in Rocky Soil at Deeply Backfilled Sites.
Authors: Ding, Liqin1, dlq891@163.com, Lv, Tao1, Chen, Liwei1, Wang, Xuhong1, Chu, Libo1
Source: Buildings (2075-5309); Jun2026, Vol. 16 Issue 11, p2122, 24p
Database: Applied Science & Technology Source
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Header DbId: aci
DbLabel: Applied Science & Technology Source
An: 194780431
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  Data: Experimental Study of Vertical and Lateral Load-Bearing Characteristics of Long Piles Anchored in Rocky Soil at Deeply Backfilled Sites.
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  Data: <searchLink fieldCode="AU" term="%22Ding%2C+Liqin%22">Ding, Liqin</searchLink><relatesTo>1</relatesTo>, <i>dlq891@163.com</i><br /><searchLink fieldCode="AU" term="%22Lv%2C+Tao%22">Lv, Tao</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Chen%2C+Liwei%22">Chen, Liwei</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Wang%2C+Xuhong%22">Wang, Xuhong</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AU" term="%22Chu%2C+Libo%22">Chu, Libo</searchLink><relatesTo>1</relatesTo>
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  Data: <searchLink fieldCode="JN" term="%22Buildings+%282075-5309%29%22">Buildings (2075-5309)</searchLink>; Jun2026, Vol. 16 Issue 11, p2122, 24p
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=aci&AN=194780431
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      – Type: doi
        Value: 10.3390/buildings16112122
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      – Code: eng
        Text: English
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        PageCount: 24
        StartPage: 2122
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      – TitleFull: Experimental Study of Vertical and Lateral Load-Bearing Characteristics of Long Piles Anchored in Rocky Soil at Deeply Backfilled Sites.
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            NameFull: Ding, Liqin
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            NameFull: Lv, Tao
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            NameFull: Chen, Liwei
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            NameFull: Wang, Xuhong
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            – D: 01
              M: 06
              Text: Jun2026
              Type: published
              Y: 2026
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              Value: 16
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              Value: 11
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