鍩轰簬搴斿彉绛夊�肩嚎娉曠殑娌夐檷璁＄畻鍏紡鐨勬帹瀵?/p>
鎽樿锛氱敱
Lambe
鎻愬嚭鐨勮�冭檻搴斿姏璺緞鐨勫湴鍩烘矇闄嶈绠楁柟娉曟槸涓�绉嶅熀浜庡湴鍩?/p>
鍦熺湡瀹炲彉褰㈣繃绋嬬殑璁＄畻鏂规硶銆?/p>
浣嗙敱浜庤娉曚娇鐢ㄤ笂鐨勪笉渚垮強瀵瑰疄楠岀殑杈冮珮瑕佹眰锛?/p>
闄?/p>
鍒朵簡鍏跺湪宸ョ▼涓殑搴旂敤銆傛牴鎹?/p>
Skempton
瀛斿帇绯绘暟鐨勬蹇碉紝鏈枃棣栧厛鐢ㄤ竴绉嶆湁鍒?/p>
浜庡叾瀹冩枃鐚殑锛?/p>
鏇翠负娓呮櫚绠�鍗曠殑鏂规硶鎺ㄥ浜嗗簲鍔涚┖闂翠腑绛変綋绉嚎鐨勬柟绋嬨�?/p>
鍦ㄦ鍩?/p>
纭�涓婏紝瀵煎嚭鑰冭檻搴斿姏璺緞鐨勬矇闄嶈绠楁柟娉曚笌鍒嗗眰鎬诲拰娉曢棿鐨勫叧绯诲紡锛岄�氳繃涓?/p>
Skempton-Bjerrum
杩涜姣旇緝锛?/p>
瀵硅绠楀叕寮忎腑鐨勭郴鏁拌繘琛屼簡淇銆?/p>
缁忓疄闄呰绠楄〃鏄庯紝
鏈枃鎵�缁欏嚭鍏紡鍏锋湁杈冨ぇ鐨勫悎鐞嗘�с�?/p>
鍏抽敭璇嶏細搴斿姏璺緞娌夐檷璁＄畻浣撳簲鍙樼瓑鍊肩嚎绯绘暟鏍℃
Abstract:
put
forward
by
Lambe
stress
path
of
the
consideration
of
the
foundation
settlement
calculation
method
is
a
kind
of
foundation
soil
deformation
process
based
on
real
calculation
methods.
But
because
the
method
of
use
in
the
inconvenience and the results of high demand and limits its application in engineering.
According to the concept of Skempton pore pressure coefficient, this article first with
a different from other literature, more clear and simple method is medium volume of
stress
space
line
equation.
On
this
basis,
the
settlement
of
the
stress
path
are
considered
calculation
method
and
the
relation
between
delamination
summation-method, through the comparison with Skempton-Bjerrum, the calculation
formula of has been revised. The actual calculation shows that this method has given
the rationality of the larger.
Key words: the stress path calculated body strain isoline correction coefficient
鍩虹鐨勬矇闄嶈绠楁槸鍦熷姏瀛︾殑閲嶈鐮旂┒璇鹃涔嬩竴銆?/p>
鐩墠宸ョ▼涓箍涓洪噰鐢ㄧ殑
娌夐檷璁＄畻鏂规硶涓昏杩樻槸浠ヤ竴缁村彉褰㈠亣璁句负鍩虹鐨勫垎灞傛�诲拰娉曞拰
e~lgp
鏇茬嚎娉曘�?/p>
涓?/p>
杩版矇闄嶇殑璁＄畻鏂规硶鎵�鐢ㄧ殑鍙傛暟閮介噰鐢ㄥ湡鐨勫崟鍚戝浐缁撳疄楠屽緱鍒般�?/p>
鍗曞悜鍥虹粨瀹為獙鎿嶄綔
绠�鍗曪紝瀹為獙鏁版嵁澶勭悊缁忛獙涓板瘜锛屽伐绋嬪簲鐢ㄦ瘮杈冪畝渚裤�?/p>
鏈枃鍦ㄦ枃鐚?/p>
[3]
鐨勫熀纭�涓婏紝
鍩轰簬
Lambe
搴斿彉绛夊�肩嚎娉曪紝
閲囩敤
Skempton
瀛旈殭鍘?/p>
鍔涚郴鏁扮殑姒傚康锛?/p>
鎺ㄥ鍑哄簲鍔涚┖闂?/p>
p-q
涓湡鍗曞厓鐨勪綋搴斿彉绛夊�肩嚎鏂圭▼銆?/p>
鍦ㄦ鍩虹涓婏紝
鎺ㄥ鍑鸿�冭檻鍦板熀渚у悜鍙樺舰鐨勪晶鍚戞矇闄嶈绠楀叕寮忎笌鍗曞悜鍘嬬缉鏉′欢涓嬫矇闄嶈绠楃殑鍏?/p>
绯诲紡锛屼负
Lambe
搴斿彉绛夊�肩嚎鐨勫叿浣撳簲鐢ㄥ仛浜嗕竴瀹氱殑绠�鍖栥�傚湪姝ゅ熀纭�涓婏紝灏嗘湰娉?/p>
涓?/p>
Skempton-Bjerrum
鏂规硶鐨勫簲鍔涜矾寰勪笌杩涜浜嗘瘮杈冨垎鏋愶紝淇浜嗕笂杩板叧绯诲紡涓?/p>
鐨勭郴鏁帮紝浣垮叕寮忔洿绗﹀悎瀹為檯銆?/p>
1
銆佸熀浜庡簲鍔涜矾寰勭殑娌夐檷璁＄畻鏂规硶