\u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632<\/p>\n
\u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0631\u0648\u0634 \u062a\u0631\u0627\u06a9\u0645 \u0634\u0646 \u0648 \u0645\u0627\u0633\u0647 \u0628\u0627 \u0634\u0645\u0639 \u06a9\u0648\u0628\u06cc (The Sand Compaction Pile Method)<\/font><\/strong><\/span><\/p>\n \n <\/p>\n \u062f\u0631 \u0627\u062f\u0627\u0645\u0647 \u0645\u0637\u0644\u0628<\/p>\n<\/div>\n<\/div>\n \u0628\u0627\u0632\u06af\u0634\u062a \u0628\u0647 \u0635\u0641\u062d\u0647 \u0627\u0635\u0644\u06cc \u0648\u0628\u0644\u0627\u06af \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646(\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/p>\n \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0627\u0647 \u0648 \u0633\u0627\u062e\u062a\u0645\u0627\u0646<\/p>\n","protected":false},"excerpt":{"rendered":" \u0645\u0646\u0628\u0639 : \u0633\u06cc\u0648\u06cc\u0644 \u0627\u0633\u062a\u0627\u0631\u0632 \u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0631\u0648\u0634 \u062a\u0631\u0627\u06a9\u0645 \u0634\u0646 \u0648 \u0645\u0627\u0633\u0647 \u0628\u0627 \u0634\u0645\u0639 \u06a9\u0648\u0628\u06cc (The Sand Compaction Pile Method) Taylor & Francis | 2005 | ISBN: 0415372127 | 246 pages | PDF | 12,7 MB The Sand Compaction Pile or (SCP) method is used frequently in construction to form compacted sand piles by vibration, dynamic … \u0627\u062f\u0627\u0645\u0647 \u062e\u0648\u0627\u0646\u062f\u0646 \u062f\u0627\u0646\u0644\u0648\u062f \u06a9\u062a\u0627\u0628 \u0631\u0648\u0634 \u062a\u0631\u0627\u06a9\u0645 \u0634\u0646 \u0648 \u0645\u0627\u0633\u0647 \u0628\u0627 \u0634\u0645\u0639 \u06a9\u0648\u0628\u06cc (The Sand Compaction Pile Method) (\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0641\u0631\u0627\u0647\u0627\u0646\u06cc)<\/span>
\nconstruction to form compacted sand piles by vibration, dynamic impact
\nor static excitation in soft ground. Originally developed in Japan to
\nimprove stability or compressibility and to prevent liquefaction failure
\n in loose sand, the SCP method is now often applied to soft clay ground
\n to ensure stability and reduce ground settlement. This book presents
\ndetailed descriptions of design, execution, quality control, equipment
\nand assurance aspects of the SCP method, illustrating the theory with
\ncase studies from around Japan and also including a thorough overview of
\n the existing literature on research and development carried out since
\n the 1950s. Two final chapters cover vital aspects of design procedures
\n for clay and sandy ground to enable practitioners to frame an
\nappropriate set of parameters for durable and cost-efficient design.<\/div>\n