| ²é¿´: 849 | »Ø¸´: 3 | ||
| ¡¾ÐüÉͽð±Ò¡¿»Ø´ð±¾ÌûÎÊÌ⣬×÷Õßxiaomin2½«ÔùËÍÄú 4 ¸ö½ð±Ò | ||
| µ±Ç°Ö»ÏÔʾÂú×ãÖ¸¶¨Ìõ¼þµÄ»ØÌû£¬µã»÷ÕâÀï²é¿´±¾»°ÌâµÄËùÓлØÌû | ||
xiaomin2гæ (³õÈëÎÄ̳)
|
[ÇóÖú]
ÇóÖúËÄÆªÂÛÎĵÄdoiºÅ£¬Ð»Ð» ÒÑÓÐ2È˲ÎÓë
|
|
|
1. Bary, B. 2002. Coupled Hydro-Mechanical and Damage Model for Concrete as an Unsaturated Porous Medium. 15th ASCS Engineering Mechanical Conference. 1-8. New York: Columbia University 2. Corey, A. T. 1954. The interrelation between gas and oil relative permeabilities. Prod. Monthly, 19(1), 38-41. 3. Regmi, R. K., Nakagawa, H., Kawaike, K., Baba, Y., and Zhang, H. 2010. Two and three dimensional slope stability analysis of landslide dam failure due to sliding. Annuals Disaster Prevention Research Institute, Kyoto University, No. 53 B, 617-627 4. Sako, K., Danjo, T., Fukagawa, R., and Bui, H. H. 2011. Measurement of pore-water and pore-air pressure in unsaturated soil. Proceeding of 5th Asia-Pacific Conference on Unsaturated Soils, 443-448. Thailand: Kasetsart University |
» ²ÂÄãϲ»¶
285Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
085701»·¾³¹¤³ÌÇóµ÷¼Á
ÒѾÓÐ6È˻ظ´
291Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
315·ÖÇóµ÷¼Á
ÒѾÓÐ6È˻ظ´
277¹òÇóµ÷¼Á
ÒѾÓÐ8È˻ظ´
295Çóµ÷¼Á
ÒѾÓÐ5È˻ظ´
295²ÄÁϹ¤³Ìר˶Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
083000ѧ˶274Çóµ÷¼Á
ÒѾÓÐ4È˻ظ´
275Çóµ÷¼Á
ÒѾÓÐ8È˻ظ´
Ò»Ö¾Ô¸211ԺУ 344·Ö ¶«±±Å©Òµ´óѧÉúÎïѧѧ˶£¬Çóµ÷¼Á
ÒѾÓÐ8È˻ظ´
020210331
½ð³æ (ÕýʽдÊÖ)
- Ó¦Öú: 16 (СѧÉú)
- ½ð±Ò: 785.2
- É¢½ð: 1241
- ºì»¨: 16
- Ìû×Ó: 879
- ÔÚÏß: 235Сʱ
- ³æºÅ: 1432626
- ×¢²á: 2011-10-09
- ÐÔ±ð: GG
- רҵ: È˹¤ÖÇÄÜÓë֪ʶ¹¤³Ì
4Â¥2015-09-16 17:18:51
×Ô˽µÄè1988
ÈÙÓþ°æÖ÷ (ÎÄ̳¾«Ó¢)
- Ó¦Öú: 4800 (¸±½ÌÊÚ)
- ¹ó±ö: 6.746
- ½ð±Ò: 50040.4
- É¢½ð: 11517
- ºì»¨: 256
- ɳ·¢: 134
- Ìû×Ó: 11684
- ÔÚÏß: 1473.7Сʱ
- ³æºÅ: 2004083
- ×¢²á: 2012-09-16
- ÐÔ±ð: GG
- רҵ: Óлú·Ö×Ó¹¦ÄܲÄÁÏ»¯Ñ§
- ¹ÜϽ: ÂÛÎÄͶ¸å
2Â¥2015-09-04 11:38:48
xiaomin2
гæ (³õÈëÎÄ̳)
- Ó¦Öú: 0 (Ó×¶ùÔ°)
- ½ð±Ò: 1.5
- Ìû×Ó: 3
- ÔÚÏß: 1.6Сʱ
- ³æºÅ: 3228190
- ×¢²á: 2014-05-23
3Â¥2015-09-16 17:15:45














»Ø¸´´ËÂ¥