- 摘 要
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單 明,舒昭然,劉忠昌
(遼寧省建筑設(shè)計(jì)研究,沈陽(yáng)110005)[摘要] 通過(guò)對(duì)沈陽(yáng)某工程抗壓旋挖樁的靜載荷試驗(yàn)、井徑測(cè)試、樁身內(nèi)力以及樁身完整性實(shí)測(cè)資料,對(duì)超長(zhǎng)樁的豎向抗壓荷載傳遞機(jī)理以及沈陽(yáng)市區(qū)深層“泥包礫”層的側(cè)阻力進(jìn)行了研究。
[關(guān)鍵詞] 大直徑旋挖樁;泥包礫;應(yīng)力測(cè)試;支盤(pán)效應(yīng);豎向抗壓承載力Test investigation oflarge diameter swivel-driven pile of bearing capacity in Shenyang
Shan Ming, Shu Zhaoran, Liu Zhongchang
(Building Design and Research Department of Liaoning Province, Shenyang 110005, China)Abstract: Based on a project of Shenyang, the digging pile compressive spins with the methods-the static load test, hole-diameter test, pile force and the application ofpile body completeness measured data are tested. Super-long pile with the vertical compressive load transfer mechanism and the lateral resistance of deeply "mud wrap gravel" of Shenyang city are studied.
Keywords: large diameter and swivel-driven pile; pebbly soft clay; stress test; branches and plates effect; vertical load capacity
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