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style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">土体的抗剪强度较低,抗拉强度几乎可以忽略Q?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;"><a href="http://www.gmyqpr.live/supply/7.html" target="_blank">土钉墙工E?/a></span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">体具有一定的l构整体性,?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;"><b><a href="http://www.gmyqpr.live/" target="_blank" style="font-weight:bold">土钉墙施?/a></b></span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;"></span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">开挖时Q可存在使边坡保持直立的临界高度Q但在超q这个深度或有地面超载时会发生H发性的整体破坏。一般护坡措施均Z支挡护坡的被动制U机Ӟ以挡土结构承受其后的土体侧压力,</span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">土钉墙工E?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">防止土体整体E_性破坏?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">土钉墙工E?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">技术则是在土体内放|一定长度和分布密度的土钉体与土共同作用QI补土体自w强度的不。因此通过以增坡土体自w稳定性的d制约机制为基的复合土体?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">土钉墙工E?/span><span style="background-color:#FFFFFF;color:#333333;font-family:arial, 宋体, sans-serif;font-size:14px;">不仅效地提高了土体的整体刚度QI补了土体抗拉、抗剪强度低的弱炏V通过怺作用、土体自w结构强度潜力得到充分发挥,改变了边坡变形和破坏的性状Q显著提高了整体E_性,更重要的是土钉墙受荷载过E中不会发生素土边坡那样的突发性塌滑,土钉墙不仅gq塑性变形发展阶D,而且h明显的渐q性变形和开裂破坏,不会发生整体性塌滑?                                                                                                          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