1837 CE Safed Quake
On 1 January 1837, Safed was widely reported as the hardest-hit center of a major regional earthquake. In a letter later printed by
The Times (London), the British consul at Beirut described a “most violent shock” that destroyed Safed
and nearby places and caused very heavy loss of life in the town, alongside many injured and people rescued days later
from the ruins. The same newspaper later printed a tabulated “return” of damage that listed Safed as “Destroyed,” with
a death toll estimate of 4000-5000 in that locality alone.
A central mechanism for catastrophic casualties in Safed was the town’s steep-slope urban fabric,
especially in the Jewish quarter, where roofs and terraces functioned as streets for houses above.
William McClure Thomson emphasized that when “every house” fell in the initial shock, upper rows collapsed onto
lower rows in a cascading sequence, burying structures progressively deeper and trapping many who were not killed
immediately; he also noted that rescues occurred several days after the event
(
Missionary Herald 1837). This slope-controlled “pile-on” collapse is also consistent with the
repeated observation that landslide-like mass movement and gravitational collapse amplified destruction on steep ground.
In later synthesis,
Edward Robinson framed the earthquake’s effects in Safed as involving both
intense shaking and ground failure: he wrote that the earthquake “rent the earth” in places,
that widespread house-collapse buried thousands, and that the castle on the citadel was “utterly thrown down,”
remaining a shapeless ruin-field. He singled out Safed as the “central point” that suffered disproportionately,
while also comparing the damage to nearby villages such as ‘Ain ez-Zeitun and el-Jish
(
Robinson 1856, v.2:420–424).
A key pattern in these accounts is spatial variability within Safed itself.
Robinson noted that quarters on more level ground and/or more solid construction were
“somewhat less injured,” and he described the southern quarter as among the least
damaged, while the steep western-slope housing of the Jewish quarter suffered
exceptionally severe collapse and burial by accumulated debris. The combined picture
is an earthquake whose impact was strongly conditioned by topography, building density,
and construction quality, producing extreme destruction where steep-slope stacking and collapse cascades occurred
(
Robinson 1856, v.2:420–424).
The event was not confined to a single shock. Robinson wrote that “slight shocks continued at intervals for several weeks,” and
William McClure Thomson likewise described repeated tremors after the main disaster,
including stronger aftershocks that alarmed survivors and disrupted ongoing recovery work
(
Missionary Herald 1837;
Robinson 1856).
Recovery was prolonged and uneven. Robinson observed that even well after the earthquake,
much of Safed remained “one great mass of ruins,” though he also noted that in some quarters
houses had been rebuilt while many still lay flattened nearby. In narrative terms, the sequence
presented by these sources is: an initial catastrophic mainshock on 1 January 1837, slope-amplified
cascading collapses and ground ruptures, very heavy casualties concentrated in steep, densely built quarters,
weeks of aftershocks, and a slow, partial rebuilding that left long-lasting ruin-scapes as a visible earthquake legacy
(
Robinson 1856, v.2:420–424;
The Times).
Katz and Crouvi (2007:65) report that the 1837
earthquake "caused severe damage to the core city of Zefat (Vered and Striem, 1976)
with more than 1000 lives lost (Ben-Horin, 1952)".
They conclude that the landslides in 1837 were more extensive
than those of the 1759 earthquakes and affected a
broader portion of the western, downhill parts of
the city. Damage patterns among the synagogues
reflect this slope instability, with western
structures repeatedly damaged while some on more
stable ground were spared. Damaged synagogues included
the Sefaradic Ari and Banea, as well as "the more eastern Ashkenazic Ari and Abuhav ones built in the
locations of the Greek pilgrimage and Hagadol synagogues that were not damaged in the 1759 shocks (Yizrael,
2002a)." They also report that "the synagogue of Yosef Karo was also damaged
and the Elshiech synagogue was spared." Evidence from the
cemetery and former city limits suggests that
downslope neighborhoods were destroyed by
landslides in both 1759 and 1837, rebuilt after
the first event, and then abandoned permanently
after the second.
Fig. 2b - The core (historical) city area. The core city extended from the Citadel, westwards to the old cemetery (α). Sites of field-observed slope instability are marked by black arrows. Also shown are upslope limits of EILS (Earthquake Induced Landslides) area in the 1759 and 1837 earthquakes (β and γ, respectively) according to reported damage to synagogues -marked by close squares where