|
|
Analysis of Distribution Characteristics of Permafrost along Xiangride -Huashixia Highway in EastQinghai- Tibet P lateau |
ZHAO Xiang- qing, YANG Yong- peng, HAN Long- wu, XU B ing- ku,i CHENG Jia |
N orthw est Research Inst itute Co. Ltd of CREC, Lanzhou, G ansu 730000, Ch ina |
|
|
Abstract Research purposes: The planed X iangride - Huashix iaH ighw ay is located in Q inghai Prov ince, w ith tota leng th of 156. 61 km, Starting in X iangride to connect the G109 NationalH ighw ay, and ending inHuash ix ia to connect G214 N ationalH ighw ay. The sea level elevation o f themost parts o f the section betw een K 88 + 200 and K 156 + 610 w ith to tal length of 68. 41 km is above 4 000m and the highest sea level elevat ion is 4 445. 647m in the Zhuow oy i gap.Th isH ighway is located in the east Q ingha i- T ibet P la teau and the development edge o f of the permafrost area. This paper ana lyzes the d istribut ion characteristics and the change law o f perma frost a long the h ighw ay based on the ana lysis of the surveyed data.
Research conclusions: The ana lysis o f the surveyed data show s the permafrost in this area so closely co rre la tesw ith sea level e levation that the permafrost is m ainly located in the front and rear areas o f Zhouw oy i gap w ith the sea leve lelevation of above 4 200m. There are som e residual perma frost in the area of lacustr ine so ilw ith sea level elevation o f 4 000~ 4 200 m . The permafrost a long the highw ay is in degenerate status and the perma frost on the south slope is degenerated seriously and the temperature of north slope is low er than south slope.
|
Received: 02 December 2010
|
|
|
|
|
[ 1] 王绍令, 林清, 赵林. 青康公路(国道214线)沿线的多年冻土[ J] . 干旱地理, 1996( 2): 42- 49.
W ang Shaoling, Lin Q ing, Zhao L in. Permafrost along the Q ing- KangH ighway (N ationalH ighway No. 214)[ J]. A rid Land Geography, 1996( 2): 42- 49.
[ 2] 臧恩穆, 吴紫汪. 多年冻土退化与道路工程[M ]. 兰州:兰州大学出版社, 1999.
Zang Enmu, W u Ziwang. The Degradation of Permafrost and H ighway Engineering[M ]. Lanzhou:Lanzhou University Press, 1999.
[ 3] 朱林楠, 吴紫汪, 臧恩穆, 等. 青藏高原东部冻土退化的差异性初探[ J]. 冰川冻土1996( 2): 104- 110.
Zhu L innan, W u Z iwang, Zang Enmu, etc. D ifference of Permafrost Degeneration in the East of the Tibetan P lateau [ J]. Journal of G laciology and Geocryology,1996( 2): 104- 110.
[ 4] 程国栋. 局地因素对多年冻土分布的影响及其对青藏铁路设计的启示[ J] . 中国科学( D 辑), 2003 ( 6) : 602 -607.
Cheng Guodong. The Local Factors A ffect a t the D istribution on Permafrost and Its Implications on the Design of the Q ingha i- Tibet Railway [ J]. Science in China( Series D ), 2003( 6): 602- 607.
[ 5] 吴紫旺, 朱林楠, 郭兴民. 青康公路多年冻土区路堤的临界高度[ J] . 冰川冻土, 1998( 1): 36- 41.
W u Ziwang, Zhu Linnan, Guo X ingm in. Cr itica l H eight of the Embankment in the P ermafrost Regionsa long the Q ingha i- Kangding H ighway[ J]. Journal of Glac io logy and Geocryology, 1998( 1): 36- 41.
[ 6] 熊治文, 廖小平, 朱本珍, 等. 多年冻土地区路堑边坡病害及其整治原则[ J]. 铁道工程学报, 2010( 7): 6- 10.
X iong Zhiwen, L iao X iaoping, Zhu Benzhen, e tc.D isaster of Cutting Slope in P ermafrost R eg ion and Treatment Pr inc iple [ J ]. Journa l of Railw ay Engineering Society, 2010( 7): 6- 10.
[ 7] 武憼民, 汪双杰, 章金钊. 多年冻土地区公路工程[M ].北京, 人民交通出版社, 2005.
W u Jingmin, W ang Shuangjie, Zhang Jinzhao. The H ighway Engineer ing on Permafrost R eg ions [ M ].Beijing: China Communications Press, 2005.
[ 8] 章金钊, 霍明, 陈建兵. 多年冻土地区公路稳定性技术问题与对策[M ]. 北京: 人民交通出版社, 2008.
Zhang Jinzhao, Huo M ing, Chen Jianbing. Subgrade Stability Problems and Countermeasures Technology on Permafrost Regions [M ]. Beijing: China Communications Press, 2008.
|
|
|
|