Landslide and erosion problems in glacio-fluvial soil...

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Landslide and erosion problems in glacio-fluvial soil escarpments, Greater Vancouver Oldrich Hungr, Geological Engineering, UBC 15 000 years ago, Vancouver was covered by as much as 2 km of ice

Transcript of Landslide and erosion problems in glacio-fluvial soil...

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Landslide and erosion problems in glacio-fluvial soil escarpments, Greater VancouverOldrich Hungr, Geological Engineering, UBC

15 000 years ago, Vancouver was covered by as much as 2 km of ice

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Glacier retreat

Elevation relative to the present sea level

Eustatic sea level depression

Deglaciation 11 000 years ago

The unloaded land rose by ~100 m relative to the sea level

Meltwater deposited large quantities of sand and gravel in front of the glacier fronts. The sand deposits were raised ~100 m high to form glacio-fluvial terraces (“uplands”)

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Glacio-fluvial uplands in Greater Vancouver

Westwood Plateau

Sand and Gravel Escarpments

Reference: Eisbacher, G.H. and Clague, J.J., 1981, Urban landslides in the vicinity of Vancouver, B.C., with special reference to the December, 1979 rainstorm. Canadian Geotechnical Journal, 1*:205-216

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Rain!December, 1979

1997

Landslides!

January 19, 2005, Spanish Banks

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December 17, 1979

Riverside Drive

December 14, 1979,

Port Moody

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December, 1981, White Rock

c 1990

Chilliwack

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Riverside Drive

January 19, 2005

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DENSE SAND

GLACIAL TILL

SILT

SEEP

EROSION

20-120 m

Escarpment: original configuration (active toe erosion)

Escarpment: long-term natural slope profile

LOOSE SAND VENEER

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Escarpment: development

LOOSE SAND VENEER

Escarpment: natural slide (“debris avalanche”)

House may be damaged

House OK, if on dense soil

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Escarpment: development with random fill

LOOSE SAND VENEER

FILL

PERCHED WATER

Escarpment: fill failure (“flow slide”)

House destroyed

High pore pressure (undrained loading)

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Remedial measures

FILL

2) “TRAVEL ANGLE”

3)“SETBACK”

1) PULL BACK OR STABILIZE FILLS

4) CONTROL DRAINAGE

5) MINIMIZE DEFORESTATION

6) MONITOR SLOPES

1972 Po Shan Road, Hong Kong, 67 dead

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1972 Sau Mau Ping Hong Kong

79 dead

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Erosion problems:

Backward erosion

plunge pool

waterfall

Chilliwack landfillGully created in several hours, due to diversion of a stream. 10 000 m3

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Seepage erosion

Concentrated seepage, cave

Debris flow removes soil

Coquitlam gravel pits, 1985

100 m

A

20 m contours:beforeafter 2 days

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Coquitlam gravel pits and Westwood Plateau

The Grand Campus Washout, UBCJanuary 24 to 26, 1935Rain on snowmelt, total eroded 70 000 m3, rate 3 m/hour

1990 washout

truck

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