Two bridges collapse in Russian regions bordering Ukraine, killing at least 7

New Insights on the Failure of Fukae Bridge

Researchers from the Department of Civil, Environmental, and Geomatic Engineering, ETH Zurich, Switzerland have offered new insights on the failure of Fukae Bridge during the Great Hanshin 1995 earthquake in Kobe, Japan. The magnitude 6.9 earthquake which left many damages behind its wake caused about $100 billion loss in properties, including the collapse of all 18 spans of the elevated Route No. 3 of Hanshin Expressway.

In the catastrophic seismic event, the deck of the bridge which was monolithically connected to 3.1m diameter piers failed and overturned dramatically. However, the massive 17–pile groups supporting the piers survived the earthquake and are still in use, supporting the new bridge. The piles were founded in alluvium sand and gravel formation.

Figure 1: Japan, showing seismicity from 1961 to 1994, location of the 1995 Hanshin-Awaji
earthquake, and projected rupture areas of largest historical earthquakes to shake Kobe, which
were subduction-zone earthquakes in 1944 and 1946 (Source: https://www.geosociety.org/)

According to the authors, the lessons learned from the Kobe earthquake influenced substantially the seismic practices and codes not only in Japan but also worldwide. However, new insights have been offered on the failure of the bridge as the researchers carried out nonlinear finite element analysis of the bridge. The findings of the study were published in Elsevier -Soils and Foundations Journal.

Previous studies attributed the failure of the bridge deck to inadequate structural design regarding mainly the addition of a prematurely terminated third row of longitudinal reinforcement and insufficient shear capacity due to poor transverse reinforcement. Surprisingly, the failure did not occur at the bottom of the pier (location of maximum bending moment) but 2.5 m above the pilecap, where shear cracking initiated.

Figure 2: Reinforcement details and critical section where the 3rd row of longitudinal rebars was terminated and shear cracking initiated; lower section of
a collapsed pier exposed in the Hanshin Expressway earthquake museum (Sakellariadis et al, 2020)

The authors, therefore, re-examined the collapse of the bridge by comparatively assessing the performance of the original foundation, which survived the earthquake and is still in use (for the fully replaced bridge), to that of alternative design concepts, considering nonlinear soil-foundation interaction.

To achieve this, they carried out the static and dynamic response of a single segment of the Fukae bridge employing the FE method using ABAQUS software. Six different foundation configurations were explored, starting with the actual very stiff 17–pile foundation with its large cap and a highly nonlinear rocking shallow footing alternative consisting only of the pile cap. The soil profile was modelled with hexahedral (8-node) elements, adopting a thoroughly validated kinematic hardening model, with a modified pressure-dependent Von Mises failure criterion and associated plastic flow rule.

Key attributes of the FE model of a single segment of the Fukae bridge in Abaqus (Sakellariadis et al, 2020)

To gain deeper insights on the collapse mechanism, critical reinforced concrete (RC) structural members (pier and piles) were modelled and simulated with nonlinear solid elements, employing the Concrete Damaged Plasticity (CDP) model.

The numerical simulation successfully reproduced the shear-dominated failure mode at the longitudinal reinforcement cutoff region. The analysis also confirmed that, despite being highly overdesigned, the pile group foundation experienced limited but non-negligible swaying and rocking during shaking, as a result of which the piles were subjected to tension and combined shear-moment loading.

The resulting stiffness reduction of the cracked under tension piles leads to load redistribution towards the stiffer compressed piles, preventing plastic hinging of the weaker piles (under tension). These findings were found to be consistent with the post-earthquake in-situ testing.

Some of the conclusions inspired by the study are as follows;

  1. Reducing the number of pile rows in the critical direction of seismic loading is promising in improving the seismic performance, but not sufficient to prevent severe damage of the examined pier.
  2. The unconnected piled raft alternative reduces both the structural distress and the settlement.

Tragedy Strikes: Stone Observation Deck Collapses in Earthquake Chaos

The Stone Observation Deck Collapses During Earthquake – Panic Erupts as No One Expected Such Horror

In a shocking turn of events that has left both survivors and witnesses shaken to their core, a massive earthquake struck the region early Tuesday morning, causing the sudden collapse of a historic stone observation deck perched high above the valley. What began as a peaceful morning of sightseeing turned into a nightmare no one could have imagined.

A Morning of Beauty Turns into Tragedy

The stone observation deck, known locally as “Eagle’s Watch,” was a popular tourist destination nestled on the edge of the cliff, offering breathtaking panoramic views of the surrounding mountains and forests. That morning, the deck was crowded with families, hikers, and photographers — all eager to capture the sunrise. The sky had just begun to turn golden when the ground gave a violent jolt beneath their feet.

Eyewitnesses described the initial tremors as subtle — a gentle sway that soon escalated into a violent convulsion. In less than thirty seconds, what was once solid beneath them became a death trap. The massive stone structure, believed to have stood for nearly a century, crumbled like sand under the force of nature. The once sturdy railings twisted and snapped, and massive slabs of stone cracked and plunged into the abyss below.

Panic and Chaos as the Earth Shook

People screamed. Some dropped to their knees in prayer. Others ran in all directions, trying to find stable ground, but the narrow pathways and jagged rocks offered little refuge. “It sounded like the mountain was roaring,” said Mara Jenkins, a survivor who had just stepped off the deck to take a photo. “Then the entire platform just vanished. People were falling. The screams — I’ll never forget those screams.”

The collapse sent shockwaves not only through the earth but through the hearts of everyone present. Survivors clung to trees, rock outcroppings, or each other, while thick clouds of dust rose from the rubble. The earthquake lasted less than a minute, but the destruction it left behind was catastrophic.

First Responders Face an Uphill Battle

Emergency services arrived within the hour, but rescue efforts were immediately hindered by dangerous terrain and aftershocks. Helicopters hovered above the wreckage, searching for signs of life, while rescue teams worked tirelessly with limited equipment to pull survivors from the ruins. Many who had been on or near the deck were either missing or critically injured. The death toll, although unconfirmed at the time of reporting, is feared to be high.

“This is one of the most difficult rescue operations we’ve faced,” said Chief Andre Molina, head of the emergency response team. “Access to the site is treacherous. Debris is unstable. And time is against us.”

Grief, Questions, and a Search for Answers

Families gathered in nearby shelters, holding photographs of loved ones who had gone to Eagle’s Watch and never returned. For some, there is hope. For others, only silence.

Beyond the immediate grief and chaos lies a growing sense of outrage and confusion. How could such a disaster happen so suddenly? Why did the deck collapse so completely? The structure had undergone inspections in recent years, but critics are already questioning whether those assessments were thorough enough. Some even wonder if the deck was ever designed to withstand a major seismic event.

Government officials have promised a full investigation. “We owe it to the victims and their families to find out what went wrong,” stated Minister of Infrastructure Dana Lewes in a press conference late Tuesday evening.

A Nation Mourns, and the World Watches

As the sun set on what will now be remembered as a day of tragedy, makeshift memorials began to appear at the base of the mountain. Candles, flowers, handwritten notes, and photographs now line the road that leads to Eagle’s Watch — or what remains of it.

The collapse has reverberated far beyond the region. International news outlets are broadcasting images of the disaster around the clock. Leaders from around the world have extended their condolences, and humanitarian aid has already begun arriving to support rescue and recovery efforts.

The Unseen Power of Nature

Natural disasters remind us all of the fragility of human life — and of human creation. What took decades to build can be reduced to rubble in seconds. The collapse of the observation deck is not just a structural failure; it is a deeply human one. It is a story of lives lost, of fear and courage, of grief and hope.

No one expected such horror. But in its wake, a community has come together. Strangers have become rescuers. Survivors have become heroes. And though the earth may tremble again, so too will the spirit of those who refuse to let this tragedy be forgotten.

As search efforts continue into the night and the dust begins to settle, one thing is certain: the memory of this day — and those who were lost — will echo far beyond the mountains.