A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pengaruh Meander dan Keamanan Lereng Terhadap Kejadian Longsor di Jalan Raya Prupuk-Bumiayu (km 115+50 – 115+900)
Prupuk-Bumiayu road at Ciregol cross section (Km. 115+50-115+900) was 40 m head from Pedes River base and enclosed by Glagah and Pedes River.The research aim to study slope safety at Prupuk-Bumiayu road at Ciregol cross section. This study will focus to Fellinius Method with precipitaion influence and velocity consideration to avalanche calculation. The result of research shown that the slope safety at Prupuk-Bumiayu road at Ciregol cross section is 0,749<1 safety value, so must to be landslides land. Second, water discharge on current events, is 2,4 cubic meter per second, and so this value of water discharge not influence to landslides at Prupuk-Bumiayu road at Ciregol cross section.
Pengaruh Meander dan Keamanan Lereng Terhadap Kejadian Longsor di Jalan Raya Prupuk-Bumiayu (km 115+50 – 115+900)
Prupuk-Bumiayu road at Ciregol cross section (Km. 115+50-115+900) was 40 m head from Pedes River base and enclosed by Glagah and Pedes River.The research aim to study slope safety at Prupuk-Bumiayu road at Ciregol cross section. This study will focus to Fellinius Method with precipitaion influence and velocity consideration to avalanche calculation. The result of research shown that the slope safety at Prupuk-Bumiayu road at Ciregol cross section is 0,749<1 safety value, so must to be landslides land. Second, water discharge on current events, is 2,4 cubic meter per second, and so this value of water discharge not influence to landslides at Prupuk-Bumiayu road at Ciregol cross section.
Pengaruh Meander dan Keamanan Lereng Terhadap Kejadian Longsor di Jalan Raya Prupuk-Bumiayu (km 115+50 – 115+900)
Teguh Marhendi (author)
2018
Article (Journal)
Electronic Resource
Unknown
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Identifikasi Stabilitas Lereng Tanah Longsor Menggunakan Metode Elemen Hingga
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