MOUND BREAKWATERS UNDER OBLIQUE WAVE ATTACK - A WORKING HYPOTHESIS

被引:15
作者
LOSADA, MA
GIMENEZCURTO, LA
机构
关键词
D O I
10.1016/0378-3839(82)90017-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:83 / 92
页数:10
相关论文
共 17 条
[1]  
AHRENS JP, 1975, P 3 CIV ENG OC C, V2, P1019
[2]  
BATTJES JA, 1974, 742 DELFT U TECHN RE
[3]  
BREBNER A, 1978, 16TH P INT C COAST E, P2305
[4]  
GIMENEZCURTO LA, 1979, THESIS U SANTANDER S
[5]  
GUNBAK AR, 1979, 11979 NORW I TECHN D
[6]  
Hunt J, 1959, J WATERWAYS HARBORS, V85, P123, DOI DOI 10.1061/JWHEAU.0000129
[7]  
Iribarren R, 1965, 21 INT NAV C STOCKH
[8]  
LOSADA MA, 1981, COAST ENG, V4, P187
[9]   JOINT EFFECT OF THE WAVE HEIGHT AND PERIOD ON THE STABILITY OF RUBBLE MOUND BREAKWATERS USING IRIBARRENS NUMBER [J].
LOSADA, MA ;
GIMENEZCURTO, LA .
COASTAL ENGINEERING, 1979, 3 (02) :77-96
[10]  
LOSADA MA, 1980, INT SEMINAR CRITERIA, P127